HomeMy WebLinkAbout15-11 Schmidt Bakery - Warehouse, Distribution - Stonewall - Backfile (2)LEGEND
EXISTING FEATURES
EXISTING EDGE OF PA VEMENT
EX EP . .............. ... ........
EXISTING EDGE OF GRA VEL
EX EG
............. -'. 1-1-1- - ........... ....
..
EXISTING CURB AND GUTTER f .......... ..... ..... ........ .
. ................... ...................... . .......... * ......... ........ .
. . ................ .. ..... . .............. ................. ....
C.G.7-6-.
.......... ....... . ...
...EX- ............ . .......
Ek. INTERMEDIATE CONTOUR
EXIS71NG INDEX CONTOUR
EXIS77NG SPOT ELEVA 7TON
EXIS77NG TELEPHONE LINE
........................ ....................
EXISTING SANITARY SEWER
E)(1ST1NG ELECTRIC SERVICE .............
............................ . . .. ...........
EXISTING GAS LINE ..........
....... .. . .. .. .. ..... ..... . ...........
EX. 15 RCP
EXISTING STORM SEWER
............ -
EXISTING FENCE LINE A
. ......... ...... ... .. . ... ...
EXISTING DITCH LINE
EXIS77NG WATERLINE W1 TEE
EXISTING FIRE HYDRANT
EX. FH
EXISTING WATER VALVE
W
EXIS71NG REDUCER
EXIS77NG TREE DRIP LINE
PROPOSED FF54TURES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRAVEL
PROP EP
PROP EG
PROP. CURB & GUTTER
PROP CG-6
PROP. REVERSE CURB & GUTTER
_Z
_ZZ
'eLpRop �G�- 4R
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVA77ON
+50-0
PROPOSED STORM SEWER PROP.
24 "ADS 4M
PROPOSED SANITARY SEWER
S S
PROPOSED TELEPHONE
T T
PROPOSED ELECTRIC
PROPOSED CAS LINE
PROPOSED WATER LINE
PROPOSED WATER METER
1 UM
PROPOSED FURE HYDRANT
r.& PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENTLINE
PROPERTY CORNER FOUND
&
PARKING SPACE TOTALS
@
ADA HANDICAP PARKING STALL
SIGNS
SA NIT4 R Y MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
LIGHT POLES
LOCA 77ON OF TEST PITS
EROSION & SEDIMENT CONTROL FEA TURES
LIMITS OFCLEARING & GRADING - _ _ (9
INLET PROTECTION 00
OUTLET PROTEC77ON 80
CHECKDAM vr@
DIVERSION DIKE kh- hh.- I
pp- pp -
SILT FENCE W1 WIRE SUPPORT x- x-
RIP RAP
SEDIMENTTRAP
FC.5A CONSTRUCTION NOTES Rev. June 2009
1. 7he Authority's Water and Sewer Standards and Spedfications are available at - www.fcsa-water.com
2 7he water and sanitary sewer portion of these plans are valid for three years ftm date of FES4 appro val.
3. 7he contractor shall adhere to the A uthofity's standards and speaftations in effect at the time of consftuction.
4. 7he contractor shall coord1nate with and arrange for Inspection by the Authority.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
6, A new water (or forced sewer) main shall be connected to an existing main by wet tap.
7he Authority shall fumish all needed material and make the tap
The contractor shall submit an Application for Wet Tap and pay required fees.
Z Exact locations of water and sewer services on new lines af e to be coordinated with the A uthof ity !s Inspector.
8 7he Authority's maintenance division shall furnish and Install all water meters through 2" in size.
It is Me contructWs responsibility to ha ve the meter box assembly instalkd coff&Wy.
Before a permanent meter Is Installed:
a) 7he meter box, with Its fiame and cover, must properly aligned with the coppersetter
b) 7he frame and cover shall be set to final grade.
c) 7he distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper wofVng order.
9. For services that connect to existfng lines.
a 7he Authonty shall fumish and Install
1. all % Y14 ', 314 6, 1 ", I 112"and 2 ff water ser vices.
2. all sewer services.
b. 7he contractor shall.
1. coord1nate the location of the service lateral with the Auffiotity�5 engineering assistant
Z submit an Application for Service and pay the required fees.
la All water service lines must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet
ASSE standard number 1015 or 1013.
11. Aii fife lines must have a baddlow prevention assembly (detector double check valve or a RPZ, as required), The assembly shall meet
ASSE standard number 1046 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. 7his assembly shall be
Installed immediately before the backfiow prevention unit. Radio read remotes are required
12. 7he Authority shall review the mechanical plan(s) for design and material approval of a building
a. domestic water meter and its backffiow prevention device, andlor its
b. fire service line's baddlow prevention device.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ�; Certficate to Operate and a copy of the statyon�s DEQ
approved O&M manual 7hese documents must be received before substantial completion Is issued and water meters released
WATER DEMAND
AVERAGEDAILY
USE(G4LLONS)
XWNUNDAILY
USE(GAUONS)
MA;aNUNPEAK
FLO*R47F(GPM)
52S
850
10
SA NITA R Y SE WER DISCHA R GE
AVERAGEDAILY
USF(6ALLONS)
MA)aMUNDAILY
USE(G4LLONS)
MWaNUMPEAK
AtOWR47E(GPM)
525
850
10
7HESE NUMBERS ARE ES77MA 7FS
GENERAL NOTES
1. Permits must be issued frorp VOOTpfior to any construction in a public fight -of -way,
2 7he Manual on Uniform PwM� -,'ontrvl Devices (MU70) must be adhered to when worlang in a public right of way.
3. 7he contractor will remom. :',1;vudand debris fivm the public fight of way that is left by vehides entering and leaving the site.
4 Any damage to nelghbonng properties induding county roads and sidewalks, caused by the development of this site will be the
responsibility of, the developer. A# damage must be repaired to original condNons.
5 A construction entrance must be Installed in accordance with Me nVifyinia Erosion and Sediment Control Handbook' Section 3.02. 7he
contractor must maintain this access for the duration of the project
6 7he contractor will be responsible for adequate and positive drainage of this site.
Z 7he conti-actor will obtain a Land Disturbance Permit prior to any site work or construction.
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
9. 7he contractor w111 notif engbeer of record of any discrepandes between the approved plans and existing site conditions.
10. 7he developer is resoonsIble for Me relocation of any ubf1lifes required by this site plan.
11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to constfuctidn.
12, All conbrilled fi// must be compacted to a minimum of 95% density following Method A I of the Standard Proctor AS774-D698,
AASH70-T99, or V774-1 as applicable. Any fi// placed under buildings, structures, or pavement must be inspected and approved by a
VDOT GENERAL NOTES
V1. A# work on this project shall conform to the current editions and latest revisions to Me Virginia Department of Transportation (V007)
Road and Bndge SpeciRcations and Standards, the Vlrglnla Erosion and Sediment Control Regulations, and any other applicable state,
federal, or local regulations applicable In case of a discrepancy or conflict between the Standards or Speofications and Regulations, the
mast stdngent shall go vern.
V2. All construction shall comply with Me latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia
Ocaivatforial Safety & Health (VOSH) Rules & Regulations
V3. When working on VDOT right-of-way, all traft control, whether permanent or temporary, shall be in accordance with Me current edition
of VDOrs Work Area Protection Manual. Fufffiermore, all traft control flaggers must be certified in accordance with Sectron 104,04(c) of
the VDOT Road& Bridge Speci6cadons.
V4. 7he developer shall be responsible for relocating, at his expense, any and all utffihfes� including traft signal poles, junction boxes,
controllers, etc., owned by VDOT or private / public i0ty companies. It is Me sole responsibility of Me developer to locate and iden*
utility fadliftes oritems that maybe In conflict with Me proposed construction activity VDOTapproval of these plans does not indemnify
the developer from this responsibIlity.
V5. Design features relating to field construction, regulations, and control or safety of traft may be subject to change as deemed
necessary by VDOT Any addlifonal expense Incurred as a result of any field revision shall be the responsIbIllty of the developer
V6. Pnor to initiation of work, the conb-dctor shall be responsible for acquiring all necessary VDOT land use permits for any work on V90T
right-of-way,
V7. If required by Me local VDOTResldency Offlce, a pre-constructJon conference shall be arranged and held by the eng1neer andlor
developer w9h the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work.
V8. 7he contractorshall notify the local VDOT Residency Ofte when work is to begin or cease for any undetermined length of time. VDOT
requires 46 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a constniction
entrance that Is constivcted and maintained in accordance w1M Section 3.02 of the Virginia Erosion & Sediment Control Handbook
Furthermore, access to other pirpertfas affected by this payect shall be maintained through consbruction. The Developer shall ha ve, within
the limits of the paject, an employee cer Wed by the Virginia Depar iment of Conservation and Reavadon (V0CR) in Erosion and Sediment
Control who shall inspect erosion and siltation control devices and measures on a conftnuous basis for proper Installation and operation.
Defidendes shall be promptly recdfled
V1 0. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of constiuctron.
V1 1 - A# water and sewer lines within existing or proposed VDOT fight -of -way shall have a minimum thirty-six (36) inches co ver and when
possible shall be installed under roadway drainage fadffies at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, sonngs, sinkholes, voids, caves, etc) encountered during the course of
conshuction shall be immedlately bmught to the attention of the engineer and VDOT Work shall cease in that vIdnity until an adequate
design can be determined by the engineer and approved by VDOT
V13. A# fli areas, borrow material and undercut areas shall be inspected and approved by a VDOTrepresentative prior to placement and fi//.
Where CHR tashng is required, a VDOT'representative shall be present to Insure the sample obtained Is representairve of the locabon.
When soll samples are submitted to private laboratories t1or tesUng, the samples shall be deaffy Identified and labeled as belongIng to a
paject to be accepted by VDOT and that tesUng shall be penbfizied in accordance wft all applicable VDOT'standards and procedures.
V1 4. All roadway fi//, base, subgrade matef ial, and backIll in utilitylstorm sewer trenches shall be compacted in six (6) inch INS to 9596 of
theoretical maximum density as determined by AASH7*0 T-99 Method A, wiffiln plus or minus 2% of optimum moisture for the fuh4ldth of
any dedicated street right-of-way, At the direction of VDOT, density tests shall be penbrined by a qualffled independent agency,fn
accordance with VDOT Road and Bf iage Speeffloations. Certfied copies of all test reporty shall be submitted to VDOT daily, unlew, specified
otherwise.
V1 5. VDOT Standard CD and UD underdrains shall be Installed where indicated on these plans andlor as specified by VDOT
V1 6. 7he installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is
the responsibility of the developer.
V1 Z Pdor to VDOT acceptance of any streets, all required street signage andlor pavement markngs shall be installed by the developer- or, at
VDOrs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traft Control Devices.
V1 8. 7he developer must provide to the VDOT Residency Ofte a list of all material sources prior to the start of consftction. Copies of all
Invoices for materials utilIzed wlihIn any dedicated street nght-of-way must be provided to the local VDOT Residency Ofte pf ior iv
acceptance of that wo& Unit and total ptices may be obscured
V1 9 Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using
the density control sblp in accordance with Section 304 of the VDO T Road and Bridge Spedfications and VTM-10. A certified compwctiari
technician shall perbim these tests Cerhfied copies of test reports shall be submAW to VDOT daily, unless spedfied otherwise In addition
to checHng stone depths, a VDOT'representative shall be nobfied and given the opportunity to be present dudng the construction and
tesfing of the density control strip,
pruresslunat 505 engineer. A geoumnincal report supersedd.5 Inis note ff provided. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the V00T Road and Bliage Spedfications. Density shall be
13. 7he contractor Is responsIble Aor contactfng MISS U77L17Ypdor to any site work. A# utilities shown on this plan are approximate determined usIng the density control strp as specRed In Section 315 and V7*76. A certifled compaction technician shall perform these
locations and not all ubfINes may be shown. tests Ceriffled copies of the test reports shall he submitted to VDOT dally, unless spedfied otherwise A VDOT representative shall be
14. 7he contractor w111 contain all litter and debris on -site. 7he work must be lett in an orderly manner at the end of each workday, nobfied and given the opportunity to be present during the construction and tesifng of the control stylo
15. An approved set of sfte plans must be on -site during the construction process.
16. 7he contractor will notify all utility companies prior to excavation within easements, V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) Inches and larger shall be explored below Mebottoiri
17 7he contractor w111 seed and straw, for soil stabilization, any distur bed arm that will be left for more than thirty days. of the excavation to determine the type and cond1don of the foundation. 7he contractor shall repor t findings of foundation exploration to
the engineer and VDOTfor approvalpdor to placing pipe. Foundation designs shall comply with VDOTRoad and firfdge Standard ffl-l.
Where solt, yielding, or other wise unsuitable foundation is encountered, the foundation design andlor need for foundation stabilization shall
DEPARTMENT OF INSPECTION GENERAL NOTES be determined by Me engineer and approved by VDOT
V22. 7he foundations for all box culverts shall be in vestgated by means of exploratory borings advanced below prpposed foundation elevation to
1. aulldlngs shall comply w1th the 2009 Wlyinla Uriftrin StatewIde fitilldIng Code & Secdons 311, S (Storage) and 3K B ffluslness) of the Intemadonal Sulldlng CodW2009 determine the type and condition of the foundation. 7he contractor shall submit coples of borehole logs and report findings of foundation
Offier codes that apply am ICCIANSI A 117 1-3-03 AccessIble and the Usable Bulldlngs & FadlIffes. exploration to the engineer and VVOT for appro val phor to consftcUng box. Foundation designs shall comply with VDOT Road and Bridge
2 SuildIng shall meet requirements for height and area per type of construction and indicated in IBC T503. Fire walls shall be construded as required per section 706. Where Standard PB- 1. Con tmf y to the Standard, where rock Is encounter ed and cast-iii-place box Is proposed, the thick ness of beddIng shall be
fire walls terminate at exterfor wall at less than 180 0, door openings shall be fated as required in 7705 8. six (6) Inches Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design andlor need for foundation
handIcap parift shall comply w1th Section 1106 6 Signage shall comply with USBC 1106.8. Ma)dmum slope aaaw handicap paiftg stalls shall not exceed 296. stabIlIzation shall be determined by the engineer and approved by VDOT
3. All structural plans submItted for permit apollcatton shall be sealed by a ftlnla DesIgn ftfesslonal
4 Eynns locatfon and travel d1stance shall comply w7ffi Chapter 10, IBC Landings at doors shall not exceed 1:48 slope and iftsholds shall not exceed 0.5m and walkways V23. Approval of this plan shall expire three (3) years ftm the date of the approval letter
5. shall not exceed 1.20 slope. Buts shallpimide a safe path for a min1mumof 10'dWance away from building
Special lapeWon requirements of Chapter 17 of IBC shall apply to this structure and retainIng wall desIgn and must be sealed by a Kryinla Registered Design V24. VDO T Standard CG-12 Curb Ramps shall be installed where indicated on these plans andlor as spedfied by VDOT
6. PlMezional. (Solls, concrete, steel, etc.). V25 VDOT Standard Guardrail shall be installed where warranted andlor as proposed on these plans In accordance with V00rs Installation criteria
Final approval of guardrail layout to be given by VDOT after grading is mostly complete
FIRE MARSHALL GENERAL NOTES I TRIP GENERATION DATA
1. An inspection by the Fire Marshall's ofte will determine where curbing must be painted yellow.
2. "No Parking - Fire Lane'signs w111 be placed on the site by the Fire MarshaX; direction.
3. The contractor must align the fire hydranty to the d1recffon as determined by the Rfe Marshall.
4 Burning brush p1les of natural vegetation requires a permit. Buming construction deblis is prohibited.
5. Emergency vehicle access must be provided at all tiiiies. Fire hydrants will be always be lett unobstructed.
NAME: ALLAN SMITH, PINE KNOLL CONSTRUC77ON
CER 77FIG4 71ON 4926-C
EXP. DA TE: APRIL 17, 2014
CONSTRUM.ON EN77ZANCE CE 1. 7he Responsible Land Disturber is Mat party responsible for carrying out the land olsturbing activity as set forth in the plans.
2. Note: An on -site pre-cunstruction meebFng is required with the Owner, Site Contractor, Public Works, & Desgrierprior to commencing any site work.
3. 7he contractor will possess a Land Disturbance Permit prior to any site work or consbuctron,
fff I AMPWHOUR PMPEAKHOUR
CODE 17F USE ARE4 IN I OUT TOTAL IN OUT TOTAL
mwousw 4 28 a. 5 54 T9 I
15o I 12,800 I F ol
DATA TAKEN FROM THE L T E. MANUAL 71h EDMON
LANDSCAPING NOTES
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and ufflity markings.
Landscaper must stake and guy all trees, Stake locations must a void utiliftes;
2. Trees and shrubs shall be healthy and fine of insect eggs, larvae, and disease. 7he plants shall have ample roots and be well bianched,
7he planter shall guarantee all plants for one year.
3 Landscaper shall use shredded mulch In all plantIng beds and around trees Tags from each plant willbejorrivided to the owner.
4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
VICINITY MAP
SCALE 1�-- 2000'
0
311:
PROJECT INFORMA TION
75 LA
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Owner General Contractor
JONBER Assodate�, Inc. Construction Management, Inc. :;W4
601 South Carrillne Street 360-2 McGhee Road
Baldmore, Maryland 21231 Winchester, VA 22603
Phone - (410) 365-2524 Phone - (540) 665-0693
Property Da BuIlding Setbacks Per Code 2Mqosed
Tax Map Number 43-(19)-47 Front (McGhee); 751 76. 0'
Address .475 McGhee Road
Area 2.660 aaas Front (Lakeville): 751 163.2'
Right Side. 251 134.8' (n ca
Zoning M-1 Rear., 25F 65. 0' LU 1 "7'
Legal References DB 899, PG 117 F- 00
ie T-4 -�2
0 Ln
Existfng Use Vacant Parkiag Setbacks Per Code Prop
Proposed Use Warehouse & Distribution Front (McGhee): 10, 34.3' V)
Front (Lakevffle): 10, 72.Y
Right Side. 5f 14.7' 'Q
42LInS Da Rear., 51 lao,
Open Space Minimum 25% = 28, 967 sf Use For Unit Tabulation
Open Space Proposed 45.6% 52,832 sf Truddng I per Driver
FA.R. Ma0mum 1.0 Q ;it Cc
F A.R. Fhoposed 0.11 Maximum per shift 18 Drivers 18 4 Q Q
tn
Ofte - 2,133 sf 1 per 250 sf 9
Required
Building 7 c,'
Parkng Spaces 27 36 t ;t Q
.4 t� -K ;t C-X
Type of Construction 2B - Metal Handicap Spaces 2 2
1 21
ProposedArea 12 Loading Spaces U.,
,800 sf L-4 Q
Height Maximum 45 11K
60 feet Q
HeIght Proposed 24 feet tE,
Monument Sign Da RE
Maximum.Sign Area Allowed 50 sf
Malklmum Sign heightAllowed 12 ft
Sign Proposed None
0-
0
cc
Building Mounted Sign Data C3
UJ
Maximum Sign Arm Allowed 20% of wall (not to erceed 200 st)
Maiximum Sign HeghtAllowed 60 ft
U E31
Sign Proposed 200 sf (4,440 sf of wall) In Cd Sn
Contact Nurnbers
Surveying & Engineering fir in:
GroyWolle, Inc (540) 667 2001
Zoning Enfof rement.,
Departizient of Planning (540) 665-5651
site
Department of Inspections (540) 665-5650
Er osion and Sediment Corifth
Department of Pubfic Works (540) 665-5643
Sanitary Sewer and Water.,
Fred Co. Sanitation Auffionty (540) 869-1061
VDOT, (540) 535-1824
Verizon (301) 954-6282
Sheetindex
z
0
W
71d
Cover Sheet& General Notes
Sheet I
Dimensioning and Layout Plan
Sheet 2
Grading Plan
Sheet 3
1W
Utility Plan
Sheet4
Utility Details
Sheet 5
SIght Distance Plan & Pmfiles
Sheet 6
<
VDOT'Details
Sheet 7
Landscaping & Lighting Plan
Sheet 8
Erosion & Sediment Control Plan
Sheet 9
F
Sectrig SITE PLAN APPROVAL
Rappahannock Electric Cooperative (540) 622-2001
Gas., Washington Gas Co. (540 JVAMEI)p
MISS U77LITY 1800 552 7001 )869-1111 DATE Va-h/
1 SITE PLAN NUMBER K-0
Zoning General Notes
Maximum 1. ExtedorighUng will be provided by wall -pack lights attached
Environmental
Existing
Disturbance
Proposed
to the building and poles shown on Sheet Z
Features
Acrea
Allowed
Disturbance
2
All lights will be shielded (cut-off type) or directed to prevent
Floodplain
0 acres
0%
0%
glare on neighborIng properties.
3.
Outdoor trash receptades will be In an enciosedsix (6) foot
Lakes & Ponds
Oacres
0%
0%
fence, unless located inside of a screened storage yard,
Wetlands >1AC
0 acres
0%
0%
4.
7his project will not disturb any environmental features as
Sinkholes
0 acres
0%
0%
defined by the Frederick County Zoning Oid1hance.
Natural S. W.
0 acres
10%
0%
5.
7he owner will be responsible for obtainIng or granting
Retention Areas
easements shown on this plan.
Steep Slopes >50%
0 acres
25%
0%
6.
Easements will be recorded and copies sent to the parties
involved.
Woodlands
0 acres
25%
0%
7.
Alf idlitles that will service this site must be placed
underground.
APPROVALS
Z7
Frederick County Zoning Administrator
SP # 15-11
Date
Final Site Plan Approved by Frederick County Planning Department Reviewer Date
1. Site Man appivvalfrom VDOTwill expire three (3) years ftom the date of the approvalletter.
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2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval
3. 7he Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not In progress at the DATE: MAY 16, 2011
end of this period, A uthoffly approval shall be void
4. 7he Frederick County Department of Riblic Works approval is not enough to begin site development 7he ownerlcontractor must obtain a SCALE: N/A
Land Disturbance Permit and agree to periodic inspections. FILE NO. 0295
5 7he Frederick County Department of Inspections approval does not constitute a building pennit. Building plans must be submitted and
approvedprior to consiructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 9
'5' .7
1. The VOOT field Inspector shall approve all fofms pfior to pounng curb and
C
gutter at entrance.
ramps If he deems them necessary.
4. 7he entrance shall be built to VDOT standard CG-11 spedfications.
0 ;E�
5. Use PDOT detail WP-2 for be -In to existing roadway pavement Contact te
VOOT Inspector to to determine applicable WP-2 requirements.
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FILE NO. 0297
ZONED: M-1
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VDOT Entrance Notes.,
1. 777e VDOT field inspector shall approve all fotms pfior to pouting curb and
gutter at entrance.
2. The VDOT field Inspector shall make the final dedslon on placement CG-12
ramps IF he deems them necezary.
3. 7he stop bar shall be thermoplastic,
4. 7he entrance shall be built to VDOT standard CG-1 1 specifications.
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VDOTinspecturplior to paving to determine applIcable WP-2 requirements.
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1. The cell Is designed to captur e and treat the first 1. 0 8 of f un -off; therefore, the cell desIgn must be 4 % (627 st) of the a 36 acre drainage site minimum. This design is 5% (758 so. CZ
4
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6" HARDWOOD MULCH - SINGLE SHRED (6.9 CU. YD5.) Q Qn
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3. 7he cell Is to be constructed AFTER all site work Is In final completion. AYpaving and concrete actIvItles are complete, the exposed areas are stabIlIzed, and the construction on the 85% COARSE CLEAN SAND UJI IE :� CZ
is .414 q) qj
outside of the building Is comIng to an end. Not waiting can yield sed1ment contamination resulting In a fallure of the cell by cloggIng and will require it to be dug out and replaced 5% TOPSOIL Qj E! C)_ _LU SUBGRADE FREE OF ORGANICS
10% COMPOST & COMPACTED TO 98% DENS17Y
4 Operations manager for this ladlity shall be responsible for weeldy maintenance and inspection. �nj C.)
tn
5. Consult the SWPPP (Stormwater Pollution Prevention Plan) for more Infomiation. COVER PIPE AND CELL (0 % TYPICAL P4 VEMENT SEC77ON POR DELIVER Y V)
BOTTOM W1 6" OF #57�; (6.9 cu. yds.) in "T 4,4
q) q) TRUCKS MEDIUM PA VEMENT SEC77ON
Qj
6. Installation must be have final approval by a Licensed Engineer, Surveyor, or Fredefick County Public jonor to Land Disturbance Permit bond release. F-h
IS- Q1
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6 PONDING CROSS-SECTION No T. So
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1. The cells is designed to capture and treat the fif st 1. 0 8 ff OF DUR4 -DRIVE PLUS MIX CONCRETE LLJ r `tz
7'. 44
SUBGRADE FREE OF ORGANICS U Cr
of run-off; therefore, the cell design must be 4% (749 st) \i N . .. ** - ;.' .'4 �. - W1 FIDERME5H 650 - 3 LB RATE, - J_
EL=731.3' ;Z. k IQ
of thea43 acre drainage area m1nimum. IV 1%-5% & COMPACTED TO 98% DENSITY N47UR4L SAND, 1�-6`e SLUMP, PREPARED
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quality through the removalof a72 lb-slyr of phosophurus. de -":1 4:1 TYPICAL PA VEMENT SEC17ON FOR 7RA CTOR N-47
vanes 4 " OF 21 -B COMPA CIED TO
3. 7h e cell has a 81 % remo val f ate as sho wn in DCR's BM1D 18ff FILL SOIL MED)A (49 cu. y6s.) Top Elevation 730.4' TRAILERS - HEA VY PA VEMENT SEC17ON 95% DENSITY
reference materials for spreadsheet methodology - August 26, 85% COARSE CLEAN SAND CA, Z: U
2008. 5% TOPSOIL SUBGRADE FREE OF OR6ANICS Q)
10% COMPOST & COMPAC7ED TO 95% DENSITY
3. The cell is to be consimcied AFrER all site work is in Bottom Elevation 727.6'
flnal completion. A# paving and -concrete activNes are % 4' OF 3000 PSI CONCRETE W1
complete, the exposed areas are stabilized, and the FIBER
consiruction on the outs1de of the building Is coming to an COVER PIPE AND CELL CONCRETE PADS AND DUNP57FR
end Not waffing can peld sediment contamination resultfng BOTTOM W1 6" OF #57s (15 cu. yds.) Bio-Retent7on Cell 4 N OF 21 -B COMPA CTED TO PAD SEC77ON
In a fallure of the cell by doggIng and will require it to be I_:_1 200'OF 12" ADS W1 END SEC77ON 1..T�ie cells is ed to captune and Meat the first 1.0" of run-off; therefore, the cell design must be 4% (383 st) of the 0.22 acre drainage area 95% DENSITY
dug out and replaced, 4 - Perforated Pipe W1 Cleanouts (50' 0. C) minimum.
I SUBGRADE FREE OF ORGANICS 2" OF SM-24
4. Operations manager for this fadllty shall be responsible I INVEL=728.3' INVEL=727.3' 2. The cellisamposed for this site to assist In stonnwaterquality through the removal of a32 lbslyr of phosophurus. & COMPACTED TO 95% DENSITY
for weekly maintenance and inspection. SCARIFY SUBGRADE BEFORE INSTALLING SAND -MIX 3. The cell has a 81 % remo val fate as shown in DCR �F BMP reference materials for spreadsheet methodology - A ugust 26, 2008. 6 21-B COMPACTED TO 95% DENSM
5 ConsultffieSWPPP(StofmwaterPollutionPfL-ventronPlan)
for more informadon. 3. The cell is to be constructed AFTER all site work is in final completion. A# paving and concrete activities are complete, the exposed areas are TYPIC4L SIDEWALK SECTION DATE: MAY 16, 2011
stabilized, and the construction 'on-bFe outside of the bulldIng is coming to an end. Not waiting can yield sediment contamination f esuffing in a fallure SUBGRADE FREE OF ORGANICS
of Me ce// by clogging and will require it to be dug out and replaced & COMPACTED TO 98% DENSrTY SCALE: AS SHOWN
4 Operations manager for this facility shall be responsible for weekfy maintenance and Inspection.
5 Consult the SWPPP (Stormwater Pollution Prevention Plan) for more infofmation. TYPICAL PA VEMENT SECTION FOR FILE NO. 0297
B10-RETENTION CELL #3 CROSS-SECTION 6. Installation must be have final approval by a Licensed Englneer, Surveyor, or frodefick County Public jonor to Land Disturtance Permit bond release, THE CAR PARKING AREA - LIGHT SEC77ON SHEET 5 OF 9
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SCALE: AS SHOWN
FILE NO. 0297
SHEET 6 OF 9
May *200
pa--,� 6fl-'l
T� pic#1 Traffic Contrill
Stationaq Qpetwfiim onShooldor
46
(Figure TTC-44)
1. A ROAD HIORK APLE-0 stgn or SHOULDL-k PY01M ykaidd hepiaced cm lhz J<.J,�szde qfthe
ivarhi.-al, lbsr onh, -J.-hek"If shoulder ii: qfjeceed
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Posted Speed (taph)
Locatiog
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work Crew.
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9. 'kVisell asilie road intersect.i the highiAnywitbin thit, temporaryti,affic Control loov, uddidolthl trame
�ontrol devices �ball be placi4i as act&d.
t
Statiowny Operatims on Shoulder
(Figum TTC-4.0)
I Nlav -,fgj3
I,iigc 0-f-10
TYPICAL TRAFFIC CONTROL
Flagqii�g Operation On Two -Lane Rmid
(Figure TTC-1 8A)
1� N., h d 3 i0
gti s1mcwg dis iwv 'e �Oxndd ".'e 500 �, A,10' whe� 5pLw,� ?ww i s gnarer ,has-, IJ nq,, . on,
50), "Jw-e oy2h A"?m�
2. Cary mb,juld 1,n, ;,�N wh� ih;-� 4mety ;I �,;-k �GPW ZO ;17.W;T;.' ",?W VWw; -tghf
a 'i,aalx gevveIvon 4,t;d on lnmul ano a, lezw vqwd
-v al �)Jrance �;,f /lye f1t*T
3,
....... .... ............... ------------ -- --------
Standard-
4. Flagging stations shall It(! located (at enough In advance (if file '11-ol-li zoriv to parl"it approaching
trAffie to reduce s1wed andAir stop 11*filre pimsing the Work zolle Anil aflow sufficient distituce for
deilarting irfiffic in the left lane to retum to the rky ht lane berore reaching opixising tratric (.%v Table
6114A on page 611-4),
5. All (Ing-ers sball bt, state (tit-fified alld flave IbOr ce"ification vird in thill, possession IvIle"
Int-fornIllig isee SM0011 61'-01, 0104111104b.01b; A*rF1#ggtrs)
6, cone spacing. shall he at the, followilig.
Transition SPAVing 20, 40,
rrav,+%ay,spiwjug 40' so,
7. A Nhadkilk Vehicle I*ith at lewo one high inten%ity rolating, aseftatiar. $It- arnber NI robt! 11,Ujit '41"ll be
parked.W-100' to advartre (if file firstw*rk crew,
L13'. o I -e
A
.S I mvi n g �,11) I I ro a C I I I! �� ty a ffic. r �,.s nqaOhing t I w I S�t,� I It w I I kw', I �d �tvfn 11 fo..
�wn
6awance.-
9, R * lbe q� 1"m o -q#v, ? e, iviies the -PE 70 S I � )P !Jxvl; ,h e �Iig;;, bt al,
d be
grealer zAwant ex.
10, ff"bely a Inghway-rad cro,,,�ing ewst.v tvbin or ap�friwo' oi �Ii,,, t",Jmifion vva andil is onw-, N+1f(.-,j firaf
�(Pjerfvs rv�t -odgwade eta'wolg, I'lle ftwIP(waln,
�rq#ry cwwro1z,ow 1�e yo dmt the lramqww, mve., piwveds�� die higIssr".ny-rara, crfjsvkI� fSew
hgwre 71C-39 Ofiw -whiinw?'d on higi"vw�l%mIl �rovmIgv�,
Standard.
11. At nigh�t, flogger oations shall be Illuminated, except in cinergencirs.
12. cones ym NI Onnulal"xii ivium tising a rih)t kvilk'I't oi��6ralion or wil'al 11hi, lotai roajlg�! -,vldth 1, 20 or
igs",
114, For Iow-vwlrme 'iru"nioas "Vidi '.1hort ,volk zojte� ('31 stTa"Olz rixith�-av, wilae the Ow'ImE is " -,siWc I�, loil'I
h1w, -,wi
.'tOl
FO-Imm
ARlia
TYPICAL I'WIFIC CONTROL
Signing 14or Prqjorr Limiry
(Figure TDC-34.0)
MIM,
S11T.1'ar
1. 1 bis law: ki dgpos q)lalg ot Ij� ffi�. b� Inrilzmf anj omiiiii� tallIj : Ii �,I
Thj.� It,
coa%s icion; rz�a. y ut to m'hl'jing litl=A acc��,� IIISIms,
.L Prior wanN othia, etinktrwtion martling 4giL
Q
RUCRON" k:a Inav be u,�kzinlle(l ;in JIocl,��,
4. 011 rwidu h88 Inga Midi all %N ider [cian s h4l a ild I I-,, III iqj% ."""I hliv, hAl he r,quit Vd.
160-,.� N�) v, 1w, prmvq, and kinweki W �-i r
%�,e 6FT
Section 213.04 STOP Sign (111-1)
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R 1-3 or R 1-4) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number
of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number oflegs controlled by STOP signs. At intersections where all approaches
are controlled by STOP signs (see Section 2B.07), a supplemental plaque (Rl-3 or RI-4) shall be mounted below each STOP sign.
2ELEJhe ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (RI-3) supplemental plaque.
Support The design and application of Stop Beacons are described in Section 4K.05.
All STOP signs must be 30"00" in the Edinburg residency.
Section 213.06 STOP Sign Placement
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be
installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signsshall not be
mounted on the same post.
Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Support Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs.
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view oftraffic to which itdoes not apply. Where there is a marked crosswalkat the intersection, the STOP
sign should be installed in advance of the crosswalk line nearest to the approaching traffic.
Section 3B.16 Stop and Yield Lines
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 313-14) shall consist ofa row ofsolid white
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made.
Stop lines should be 24 inches wide and white thermoplastic.
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI -1) sign, traffic control signal, or some other traffic control device, except YIEIA) signs. The individual tfiangles
comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the tfiangles should be 75 to 300 mm (3 to 12 in).
2E!jM: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or a Yield Here to Pedestlians (RI-5 or R1-5a) sign.
Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersec tions as provided for in Section 313.24 and at n-Itidblock
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point. but should be placed no more than 9 m (30 ft) nor less than 1.2 m (4 ft) from the nearest edge ofthe intersecting traveled
way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B- 15). Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the
nearest signal indication (see Section 4D. 15).
Support Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers'views of pedestrians.
WP-2
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0
EN
4 A z
CN in (n N n CO
I
(.)!� I z 4
ca
- 2 2 z X,
00-
12. 0'
, 10
30' V
UP 26. 0'
27.
1 12' 0 27. 12"' OF 2 1 B 30.0' @ 2Z
1 1 12' 0 27.
2'-6"(CG-6)-
Lakeville Circle and McGhee Road Typical Section Entrance Profile
W10EIN
L D CZE
OF EASING PAVEMENT
(AS DETERMINED IN FIELD)
F '�I( COAT THE PROPOSED -I i
-ONSTRUCTION JOINT EXISTINC.. ASPHALT I.AYERS -ROPOSED ASPHALT :,AYERS
- - - - - - - - - - - - - - - - VEMEM"a
EXISTING SUBBASE i'ROPOSED SUBBASE
--------------------------
COMPACTED SUBMADE
CONSTRUCTION JOINT DETAIL
REMOVE EMSTING, ASPHALT LAYERS, TO EXISTING SUBBASE AND REPLACE &ITH. PROPOSED ASPHALT WIDENW,; LAYERS
PROPOSED MINIMUM 11/2 INCH THIC.X ASPHALT SURFACE COURSE (SEE NOTE 5)
MiNiMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE PULL TRICKNESS OF EVSTING ASPHALT LAYERS
AS DETERMINED BY CORE$ (SEE NOTE 3)
NOTES:
p
, ASPHALT P"EMENT WIDENING SHACL mAVE A PAVEMENT DESIGN IN ACCORDANCE WITH GURRENV V00f PROCECURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT USION. FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTiAS AND TYPES OF THE LAYERS OF EXISTINC PAVEMENT,
SUBSURFACE -DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SMALL. BE ADDRESSED IN THE PAVEMENT DESIGN,
3. A WNIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF -HE ADJACENT TRAVEL �ANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 5DO FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 !/Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURFi, UNLESS WAIVED BY THE ENGINEER,
5. iHE ENGIINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TCI 0k, ADI;USIED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PRGXCT LIMITS SHALL BE RESTORED StEIJEC-i TO THE APPROVAL OF THE ENCIINEER.
7, FINAL TRANSVERSE PAVEMENT TIE-N $HALL CONtORM TO THE REQUIREMENTS OF SECTION 315.05CO OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAGRTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 3,M,07ta) OF T14E
SPECIFICATIONS,
ROAD AM BRIDGE STANDARDS
SHEET I OF I REVISION DATE
303.D2
PAVEMENT WIDENING
ViRCANIA DEPARTMENT Of TRANSPORTATION
TURN LANE ARROLNS
TURN AfWWS REQUIRED IN ACCOWANCE WITH
'THE FOLLOWNG. UNLESS OTHERWISE DIRECTED BY
THE ENGINEER.
TURN LANE LENGTH
I ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE.
I
, ARROW L40CATED AT MIDPOINT OF FULL WIDTH TURN LAW,
30TOR LONGER; 3 ARROWS 1 ARROW LOCATED 50'9ACK FROM STOP BAR OR END
OF LAW LIW-
I ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE,
300'OR LESS; 2 ARROWS I ARROW LOCATED 50'BACK FROM STOP 13AR OR END
OF LANE LINE.
STOP SOLID YELLOW
LINE AT THE BEGINNING
10'WHITE SKIP LINE OF THE RADYJ
30'SPACW,
BOTTOM OF ARROW AT BEG104NG
OF FULL WIDTH TURN LANE�
DETAL FOR LOCATION OF
EDGE LINES ON CURB SECTIONS
OF ROADWAY (NO GUTTER)
V* MARKING
NO EDGE LINE REOURED WHERE CURB AND
G 2��
TT��
UTTERS ARE PRESENT UNLESS INDICATED BY
THE ENG�NEER,
411
56IL5
THRU LANESI USE 10' SKIPS/30'SPACING.
TRANSITIONS MORE THAN 1001: USE WNI SKIPS
(21 SKIPSV4* SPACING).
TRANSITIONS 1001 OR LESS, DO NOT USE SKIPS,
ERENCE TYPICAL PAVEMENT MARKING
704 UNSIGNAI IZED INTERSECTIONS
r,u-
VIRGINIA DEPARTMENT Of TRANSPORTATION
191M MMM'MURE - - - - - -
BY THE ENGINEER,
SKOFICATION
REFERENCE
PM-3
TWHITE SKIP LINE
- 4' SPACINC
NO EDGE LINE REQUIRED WHERE CURB AND
GUTTERS ARE PRESENT UNLESS INDICATED
BY THE ENDINEER.
Notes,
STOP BARS, IF REQUIRED BY TW- ENGINEER. SHALL
BE A MINIMUM OF 4'IN ADVANCE OF THE CROSSWALK.
STOP BAR$ SHALL BE ZIN WIDTH.
ARROWS SHIALL BE IN ACCORDANCE WITH THE MUTCD.
SPACING BETWEEN DOUBLE SOLIO YELLOW LINES
SHALL K 4".
ROAD AM BRIDGE STAN[)ARDS
REVI%% DATE $HK.EET I Of I
11M.30
LIZ
N
T
In
30". 30" 12". 4"
r
0
2114 Stop Sign (RI-1)
U
STOP signs are intended for use where traffic is required to stop. The
STOP sign shall be an octagon with white message and border on a red
background.
The standard size shall be 30 x 30 inches, Where greater
emphasis or visibility is required, a larger size is rccommended.
-f:3
cl
-ki a Muluwav stor intersentir oinTflementary Plate
to
IRI-3) should be mountedjus', belo" eacn STOP sign. If the number of
approach legs to the intersection is three or more, the numeral on the
10
,upplementary shall
plate �urrespcind to the actual numbe., of legs, or the
legend ALL -WAY (RI-4) be
may used. The supplementary piate shall
have white letters on a backgrour-
. and shall have a Standard size of 12
6 inches (RI-3) or 18 x 6 inches (R!
Q)
ce
q4j
A STOP sign h.-acon or beacons may be usc�- r ,onjuncticin with a
STOP sigr �!� d-scribed in smion 4E4"
P
IS
Secondary messages shall not be used on STOP sign faces.
ROADS�DE SIGN
RURAL DIS-RICT
Y,!NOP �ROSSRC',:--
CC-11
-T-*-�
A XX STREET APPROACH SAME SURFACING
GENERAL NOTES
�RADf" TO BE AS
C AS MAINLINE ROADWAY
(SEE NOTE 3)
SHOWN ON PLANS)
1, WHEN USED IN CONJUNCTION WITH STANDARD CG-3
(RADIUS
TO BE AS
OR CG-7, THE CURB FACE ON THIS STAIlMARD IS TO
SHOWN ON PLANS)
BE ADJUSTED TO MATCH THE MOUNTABLE C"
CG-2 OR CG-5
CONFI"ATIONI,
2� SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
SIDEWALK
USED WITH THIS STANDARD.
IDEWALK
1 (SEE
NOTE 5)
OPTIONAL
UNPAVED SPACE
3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
FLOW LINE
R/W LINE- (EXCEPT ANY SUSGRADE STABILIZATION
. . .....
REOLARED FOR MAINLINE PAVEMENT WHICH CAN 13E
EXP
EXPANSION
OWTTED IN THE ENTRANCE.)
JOINT
4� RAMAL CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE RIW LM
NOTE; WIDTH 11311 21-011 OR
AS Ol MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES,
SHOWN ON TYPICAL
SECTION, A
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCIZ RADII CAW40T ACCOMMODATE THE
TUIRMING REQUIREMENTS Of ANTICIPATED HEAVY TRUCK
MARCNE ROADWAY SLOPEE.
7L KUAW T � L07
A -
MZVE
TRAFFIC, THE DEPTH FOR SIDEWALK & CUIRS RAMPS
IENTRANCE OZY1"
10'PARABOM CURVE IENTRMICE ONLY)
PAR
WITHIN THE LIL41TS OF THE RADIISHOULD BE
INCKASED TO 7'. (SEE CG-13)
EDOE OF PAVEMENT OR
OPTIONAL FLOW LINE
8 9 UMAX.
SLOPE CHPMVIC"VE
1_0 M
D
-0
6, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
(SEE
LOX IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE iO-ADWAY
*
NOTE 7)
THE ENTRANCE.
ax MAX.
D
7� THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CH94CES
,E
LOPE CHANGE
S X
"D" ARE LISTED IN THE, ALLOWABLE ENTRANCE GRADE
0
TABLE, THESE VALUES ARE NOT APPLCABLE TO STREET
CONNECTIONS,
20, MMUM FOR
COMMERCIAL ENTRANCE
INTERSECTION NOTES
8, WHEN CG-111S USED FOR STREET CONNECTIONIS. THE
IN
M CONSTRUCT GRADE CH94CES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED ACCORDiiW(59 WITH
AASHTO POLICY 40 THE APPLICABLE REQUIREMENTS
SECTION A A
OF T�E VDOT ROAD DESIGN MNWALjNCLUDM TrOPPING
%GHT DISTANCE AND K VALUE REQUIREMENTS.
9, OPTIONAL FLOWILNE MAY REQUIRE WARPING OF A
--)P-
41
PORTION OF CUTTER TO PROVIDE POSITIVE DRAftkGE
ACROSS THE iNTERSECTM.
ALLOWABLE ENTRANCE GRADE CHANGES
CLASS A-3
ENTRANCE VOLUME
QRADECHAKE
v.
CONCRETE
b;
DESIRABLE
MAXIMUM
MORE THM 1500 VPD
Ox
3%
MEDIUM
!I�W-zw VPO
3 9
a%
SECTION C-C
LOW
LESS THAN WO VPD
Sax
a%
NOTE- ALLOWABLE ENTRANCE CRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
PEC11FICATION xvcc:rr
METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE [ SHEET I OF I
VIROMA DEPARTMENT OF TRANSPORTATION 203.04
A.
3,
Ic
!,JAX
3 .
................ . ....... ............... ...............
...................
I
!of,-4 �n:
A
I.IACK Q� MAX.
4A AX,
.
......... ...........
:�A-CIHON� A A
1w N.'
P L E
(;O�Ns Ric 1`01111
71
!4
OP NO I L5 UN I HE U'E� CTA�LE SU,��Akl,
01�
'K: 'W
PRI,
r.4.,
CROS.$WAIX AR A. -1
.... . ... .. ..
Ly -
AL IF ERA'i'10-4�
OSS A'AL K [�TACEM:.N',
FR S E C- T 0 N. 'VAR�ATKON AT NT� ERSECGN
"Ali i H`!N CROSSWALK
Ii4S
W1W,.) RLr,'041,; AT �QP 0- RAitAp. -V1,,%4UV os�u 3,zAmp u-:W;Tz� 8 'PqY�, 14F.W
A
E VV AIR N I Ni G U R F A"E
................................
A 7� 7.', 1
I,_ A i A
TYPE A A
15,
NfRoJiMA �3',PAPItififN'Y
z
0
U.j
C(
LU
1A
o6 -7-
0 In
6
Q
Vj
Q Zt C-If
C - j t-n -U.A
Cr.
CX.
t14
C
W
Q Q
k-n i5
Zt C,
U, C-
CC
U4 L-4 Q
45 'CK
U C-4
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4 -
ZII
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Z73
CCI
DATE: MAY 16, 20 11
SCALE: N/A
2. QT 4
FILE NO. 0295
SHEET 7 OF 9
" NDSCA PING DATA
HEADLIGHT SC7RE_EN_IN_G7 181'14 = 45
Shrubs
Planting Size
Mature
Symbol
Common Name
Botanical Name
Height
Height
Quantity
C1
Common Juniper
1
Juniperus
1 Communis
36#
I
Y-6'
I
47
I I
189'of 36" opaque fence may
be substituted for the 47 shrubs
Blo-Retention Cells 11919 sf1 100 = 19 shrubs T�j
Shrubs
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantity
Height
Height
SP
Sweet Pepperbush
Clethra 7hunbergif
12'�-18"
6'-12'
9
RD
Red 0sier Dogwood
comus
Stolonifera
36H
8�40'
8
C7
CommonJunloer
Junioerus
Communis
12ewl8fl
Y -6'
9
i,'_- SB
Spice Bush
Undera
Benzoln
12'�-18n
6�42'
9
B6
Bafbaffy
Berberis
koreana
12't-18n
I
4�4'
I
7
I I
Parking Lot Data
Trees
Requirement
Calculation
Paddng Stalls
I per 10 Stalls
36110 =4
Impervious Area < 100, 000 sf
1 per 2, 000 sf
63,03812,000 = 32
136,
lGreen Area in PafAingl
59bof10,424=521sf
1 4666 sf = 45% provided
Trees
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantity
Height or Caliper
Height
to DW
Kousa Dogwood
Comus Kousa
2- Caliper
25'+
11
SY
Sycamore
Platanus
Ocddentallis
2- Caliper
50�-75'
2
qB
nedbud
Cerds Canadensis
2- Caliper
20�-30'
10
WH
Washington
Crataegus
C
2 alper
2Y-30'
8
,4
Hawthom
Plaenopyrum
&N. WB
White
Betula
2 - Caliper
7Y-100'
5
Blrrh
platyphylla J
1
4'ARM
400 W4T7LrGHT
DOWNCASTAND SHIELDED
Rwrx" top mW � I I
Cut away aM ba&V ropee
Rwww W of w*v bamW
Wide g
hafew
00 AOOr prum teankal
Mado or bnmch Ups
ftwm narmw crutc*
WOM & Wato apaute
- Prww brokm bramchwe
I— Phaw sud"V
2'�-J' Mukh kept
awoy from bu*
Sol we# to
—comlak Water
Area for water
AW� -d
chft mob I or a be kwftbd)
Loom vaW wN pedwW - do not
dig d"— &— bO dopth
aV hob 23 Wnw roa baff . I
TREE PLANTING DETAIL
(NOT TO SCALE)
C 2-
CONTAINER GROWN SHRUB
2--J' Saucer
Ct-z:.7
2-3 Umm
root bal
BALL & BURLAP SHRUB
P�ww oW any dead or
bnAvn brancimm rmaw
%=10= 8=79
=to or 1-2
r_*%
Ramove contaktar use
MaM bAods �o"ma"
ficur 114 't- I Vw
1�rXo�.b%= -4 a
of
bak boam cornpactod
roofL
PnNm out &V dead
brokm brandwa
Rdow a
2-J' mulich
At top a( row baN
to or 1-2'
gr"L
budap
SHRUB PLANTING DETAIL
(NOT 7-0 SCALE)
16'POLE
41
TYPrCAL INSTALLATION OF LIGHTPOLES BEHIND CURBING
N
1. HIt SPACES MAY NOT EXCEED A 2% SLOPE
2. RAMP BUILT TO VDOT CG-12 SrANDARDS.
J. WHITE S7RIPING SHOULD BE Jm WIDE.
4. HIC SIGNS TO BE SET J' BEHIND SIDEWALK OR
YOUN70 TO BUILDING IF POSSIBLE
�Imv"A�
Oil
R7-8 HAN&CAP
PARKING
(12- X 187
IMERNA TIONAL SMBOL
OF ACCESSIBILITY
IF REQURED
VAN
ACCESSME
PENALTY $100-500
TOW -AWAY ZONE
FARKZNG AMY BE PLACED
ON ONE BLANK,
ADJUS77MG THE
REQUIRED HEIGHT
70 ACCOMM0047F
THE ADOMONAL
LINES
REQUIRED
EFFEVTIW
JULY 1, 1998
A
PARKING SURFACE CONCRETE WHEEL STOP=__?0(
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT 70 SCALE)
Seedina Schedule (Der section 3,32 of VESH
1.) Topsoil will be spread at a minimum depth of 4 �
2.) Rilver ized agricultural limestone will be inowporated
into ffie soil at a rate of 92 lbs per 1000 squart? feet
(2 tons per acre),
3 ) Ferfflize with 10-10-10 at a rate of 23 lbs per
1000 square feet (1000 lbs per acre).
4.) Seed mix will consist of 7596 Kentucky 31 Jrall
Fescue, 10% Annual Rye, 1096 Foxtall MIllet, and 59b
Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at
the rate of 3500 lbs per acre and anchored with
cutback, or emulsified asphalt applied at a rate of 200
gallons per acre.
6.) Preferred method of seeding is by use of
Wdm-Seeding � Alternatives methods are allowed if
approved by the owner and General contractor only.
A# outdoor Ilghting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent pmpertres or mad f Ights-of-way,
Par Aing lot fixtures and light fixtures on buildings shall be
full -cutoff fixtures.
Building -mounted or wall -pack lighting fixtures shall not be
mounted more than 25 feet above the finished grade of the
building. 7hese fixtures shall be shielded (full-cutott) so that the
light source Is not visible from adjacent properties or road
lights -of -way, Non -cutoff wall -pack lighting fixtures shall not be
permitted.
HUBBELL WP-1 FULL CUT-OFF
MODEL # WP2CH175QT
WALL -PACK LIGHT DETAIL
OR EQUIVALENT
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DATE: MAY 16, 2011
SCALE: 11' = 20f
FILE NO. 02971
SHEET 8 OF 9
R7-8 HAN&CAP
PARKING
(12- X 187
IMERNA TIONAL SMBOL
OF ACCESSIBILITY
IF REQURED
VAN
ACCESSME
PENALTY $100-500
TOW -AWAY ZONE
FARKZNG AMY BE PLACED
ON ONE BLANK,
ADJUS77MG THE
REQUIRED HEIGHT
70 ACCOMM0047F
THE ADOMONAL
LINES
REQUIRED
EFFEVTIW
JULY 1, 1998
A
PARKING SURFACE CONCRETE WHEEL STOP=__?0(
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT 70 SCALE)
Seedina Schedule (Der section 3,32 of VESH
1.) Topsoil will be spread at a minimum depth of 4 �
2.) Rilver ized agricultural limestone will be inowporated
into ffie soil at a rate of 92 lbs per 1000 squart? feet
(2 tons per acre),
3 ) Ferfflize with 10-10-10 at a rate of 23 lbs per
1000 square feet (1000 lbs per acre).
4.) Seed mix will consist of 7596 Kentucky 31 Jrall
Fescue, 10% Annual Rye, 1096 Foxtall MIllet, and 59b
Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at
the rate of 3500 lbs per acre and anchored with
cutback, or emulsified asphalt applied at a rate of 200
gallons per acre.
6.) Preferred method of seeding is by use of
Wdm-Seeding � Alternatives methods are allowed if
approved by the owner and General contractor only.
A# outdoor Ilghting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent pmpertres or mad f Ights-of-way,
Par Aing lot fixtures and light fixtures on buildings shall be
full -cutoff fixtures.
Building -mounted or wall -pack lighting fixtures shall not be
mounted more than 25 feet above the finished grade of the
building. 7hese fixtures shall be shielded (full-cutott) so that the
light source Is not visible from adjacent properties or road
lights -of -way, Non -cutoff wall -pack lighting fixtures shall not be
permitted.
HUBBELL WP-1 FULL CUT-OFF
MODEL # WP2CH175QT
WALL -PACK LIGHT DETAIL
OR EQUIVALENT
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DATE: MAY 16, 2011
SCALE: 11' = 20f
FILE NO. 02971
SHEET 8 OF 9
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STONE CONSTRUCTION ENTRANCE
70' HIK E)aSTING
PAVEME14T
i- I -Al-'a-L., 5. 1 'N
F&M CUM -- 0, MIN. I , I
SIDE ELEVATION
70' MIM
13 - VASHR#"
1 0
k- NIX
Z_ VDUT III P=nVE MKIWE
CUJM AGWEGATE M SEDDIENT
TRAPPDIG DEVICE
0 MUST DaM FULL IMUM
OF INGREW AM EGFdW
OPMTM PLAN VIEW
L
1.
SECTION A -A
SECTION B-B
VDOT #1
COARSE AGGREGATE
FLOW
SOURCE: VA. DSWC
["1r11VZSnMN1W7X1�
TE. 3.20-1
SOILS MAP - 1 11=400'
5F
i 4 =727.09'
5,--RC7
Qlnax--6.2 CF5
32BI.-
,32C
% f
14B
5C
SITE
14B 39B
% 1XI\,
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SEDIMENT TRAP - DRAINAGE AREA 1. 9 ACRES
7HE SEDIMENT TPZAP WILL DRAIN 7HROUGH A RIP -RAP ARC W17H A #57 STONE UNING THE
LEADING EDGE AS SHOWN IN 7HE BOTTOM 17GURE OF 7HE CHECK DAM DETAIL.
OUTLET PROTECTION
EROSION & SEDIMENT CONTROL STANDARDS
1. Permanent or temporary soll stabilization shall be applied to denuded afeas within seven days after final
grade is reached on any portion of the site. Temporary soil stabilizafion shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent
stabilization shall be applied to areas that are to be left dofmant for more than one year.
2. During construction of the project, soll stockpiles and borrow areas shall be, stabilized or protected with
sediment tiapping measures. 777e applicant is responsible for the temporary prv&xton and pefmanent
stabillzation of all soil stockpiles on site as well as borrow areas ond soil Intentionally transported from the
pmject site.
3. A petmanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized
Permanent vegetatron shall not be considered established until a ground cover is achieved that Is uniform,
mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter d1kes, sediment barriers! and other measures intended to trap
sediment shall be constructed as a first step in any land-oisturbing activity and shall be made functfonal
before upstream land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures stich as dams, dikes and diversions
immediately after installation.
6, Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area
to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yardv per acre of drainage area and
the trap shall only control drainage areas less than three acres
b.Sunface runoff fivm disturbed areas that Is comphsed of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin
shall be 134 cubic yards per acre of drainage area. 7he outfall system shall, at a minimum, maintain the
structural integhty of the basin during a twenty-five year storm of 24-hour duration. Runoff coefflaents used
I . n runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
the sediment basIn Is utifted.
Z Cut and AV( slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
are found io be eroding excessively within one year of permanent stabilization shall be provided with
addWonal slope stabilizing measures until the problem is coff&-ftV.
8. Concentrated funoff shall not flow down curt or fi// slopes unless contained within an adequate temporary
or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage cr other protection shall be provided
10. All storm sewer inlets that are made operable during construiton shall be protected so that
sediment -laden water cannot enter the conveyance system without first being fiftered or otherwise treated to
remove sediment
.11. Before newly constructed stormwater con veyance channels or, p1pes are made operations., adequate outJet
protection and any required temporary or permanent channel lining shall be installed In both the conveyance
channel and receiving channel.
12. When work in a live watercourse is performg precautions shall be taken to minimize encroachment,
control sediment transport and stabilIze the work area to the greatest extent possible during construction.
Nonerodible matedal shall be used for the construction of causeways and cofferdams. Earthen fl// may be used
for these structures if armored by nonerod1ble cover materials.
13. When a live watercourse must be crossed by construction vehides more Man twice in any six-month
penod, a temporary vehicular stream crossing constructed of nonerod1ble material shall be provided
14. A# applicable federal, state and local regulations pertaining to working in or crossing live watercourses
shall be met
15. 7he bed and banks of a water course shall be stabilized immediately after work in the watercourse is
completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other
applicable aftena:
a. No more than 500 linear feet of trench may be opened at one tfme.
b. Excavated matelial sha# be placed on the uphill side of trenches,
c Effluent from dewatenng operations shall be filtered orpassaf through an approved sediment trapping
device, or both, and discharged in a manner that does not advemely affect flowing streams or off -site
pmperty.
d Material used tbr backfilling trenches shall be properly compa,1ed In order to minimize erosion and
promote stabilization.
e. Restabilization shall be accomplished in accordance with these regulations.
f Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes Intersect pa ved or public roads, provisions shall be made to
minimize the transport of sediment by vehicular tracking onto the pa ved surfdce. Where sediment Is
transported onto a paved or public road surface, the road surfact, shall be cleaned thoroughPI at the end of
each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a
sediment control disposal area. Street washing shall be allowed only after sediment is removed in this
manner. 7hls provision shall apply to individual development lots as well as to larger land -disturbing activldes�
18.A# temporary erosion and sediment control measures shall be removed within 30 days after final site
stabilization or after the temporary measures are no longer needed, unless otherwise authonzed by the local
program authority. Trapped sediment and the disturbed soll areas resulting from the disposition of temporary
measures shall be permanently stabilized to prevent &ffier erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected from sediment
deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stonnwater runoff
for the stated fiequency stonn of 24-hour duration In accordance with the following standards and a7tena:
PIPE OUTLET CONDITIONS
I
3do (MIN.)
EROSION & SEDIMENT
CONTROL NARRATIVE
ProJect Desai0tion
7his site is located in the Stonewall industrial Park on the south side of McGhee Road 7he purpose of this
development to place a 12,800 sf building onto the lot to be used for baked goods distrib0ion.
Existing Site Conditions
7his area is a vacant lot covered by grass. Drainage flows from the north to the south. All development will
send drainage south through existing drainage easements and into a culvert on the Henry Electnt property
A dja cent Par rels
7he surrounding areas are indust7ial lots and state roads. The grading plan for this project proposes all
developed runoff to flow to the southeast into the existing drainage easements
Off -Site Areas
A# work including topsoil stockpiling will remain on site.
soils
777e soils tyoes determined ftom the USDA's "Soils Survey of Frederick County, VA ff shows Fredenck
Poplimento (#14B). 7hese soils have medium erodibility and runoff A soil inspectionwith borings was
pen5of med by Frank Lee, A 0SE, and ECS.
Critical Erosion Areas
7his area Is known for Karst topography and contains limestone outcroppings and day that shall be
managed by diversion dikes wlffi check dams and a silt trap. Special attention should be paid for evidence
of any sinkholes on this site duting the construction process.
Erosion & Sediment Control Measures
All vegetative and structural erosion and sediment control practices shall be constructed and maintained
accordIng, to minimum standards and specfflcations of the handbook.
Structural Practices
Install construction entrance (with wash rack If required by Inspector)
Install culverts with Inlet & outlet protection
Install sed1ment trap
Install diversion dikes
Grade site and seed all eWsed surfaces immediately upon reaching final grade
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless, otherwise indicated, all vegetative and structural erosion and sediment control practices will be
constructed and maintained according to minimum standards and spedfications of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations 4 VA C50-30 Erosion and Sediment Control Regulations.
ES-2. 7he plan approving authofity must be notified one week pflor to the pre-constructon comtorence, one
week pfior to the commencement of land digutting activity, and one week pnor to the final inspection.
ES-3. A# ercsion and sediment control measures are to be placed prior to or as the first step in clearing.
ES-4. A copy of the appro ved erosion an d sediment con trot plan shall be maintained on the site at all
times.
E55 Prior to commencing land disturbing activities in areas other than indicated on these plans (including,
but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary eration control
plan to the owner for review and approval by the plan approving authority.
ES-6. 7he contractor Is responsible for installation of any additional erosion control measures necessary to
prevent erosion and sedimentation as determined by the plan approving authonty
ES-Z A# disfurbed areas are to drained to approved sediment control measures at all Umes during land
disturbing activiUes and during site development until final stabilization is achieved
ES-8. Dunng dewatenng operations, water will be pumped into an approved filtering device.
ES-9. 7he contractor shall Inspect all erosion control measures penodically and after each runoff -producing
rainfall event. Any necessary repairs or cleanup to maintain the efiLactiveness of the erosion control devices
shall be made immediately.
General Note:
7he Erosion & Sediment Control Inspector will retain the nght to add to or modify these erosion and
sediment control measures during the construction process, within reason, to ensure adequate protection to
the public and environment.
IIPE OUTLET TO WELL
)EFTNED CHANNEL
I
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a %%*
It
SECTION A -A
In= CLUM KEY IN 6*-9'; RECOMIUMED FOR ENTIRE PXRDILMM
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTIi OF THE RIP]RAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TEMMS 77M MAXIIM STONE DIAMETER, BUT NOT
LESS THAN 8 INCHES.
Source: Va. DSWC Plate 3.18-1
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
4.5' min.
crimnanted Soil
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DATE: MAY 16, 2011
SCALE: I" = 30'
PLATE 3.09-1
FILE NO. 0295
SHEET 9 OF 9
LEGEND
EXISTING FEATURES
EXISTING EDGE OF PA VEMENT ... .......................
EX EP .............
EXISTING EDGE OF GRAVEL
EX EG ............. ............ . ..
. .......
EXIS77NG CURB AND G1=R ..... .... ------- ----------
. ........ ...........
--"-"-E,"-X, C G 6
............ ..................
.. ...........
EX. INTERMEDL47F CONTOUR
48--
EXISTING INDE)( CONTOUR
EXISTING SPOT ELEVA 71ON
�J
EXIS71NG TELEPHONE LINE ............ ..........
.............. ............. .....................
EXISTING SANITARY SEWER
.............
EXISTING ELECTRIC SERVICE
................... ...................
EXISTING GAS LINE .................. ............
... .. ... ............ ...................... ......
,J�',,-)
RCP
EXISTING STORM SEWER
..........
EXISTING FENCE LINE
EXISTING DITCH LINE
IS77NG WATERLINE W1 TEE
EX
EXIS77NG FIRE HYDRANT
EX. FH
EXISTING WATER VALVE
EXISTING REDUCER W
EXISTING TREE DRIP LINE
PROPOSED FEAT[JRES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRAVEL
PROP EP
PROP EG
PROP. CURB & GUTTER
PROP CG-6
PROP. REVERSE CURB & GUTTER �2:///p
1�0,p $R
PROPOSED CONTOUR
�50
PROPOSED SPOT ELEVATION
+50-0
PROPOSED STORM SEWER PROP.
24" ADS
PROPOSED SANITARY SEWER
S S
PROPOSED TELEPHONE
T T
PROPOSED ELECTRIC
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED WATER METER
1 "M
PROPOSED FIRE HYDRANT
PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENTLINE
PROPERTY CORNER FOUND
PARKING SPACE TOTALS
ADA HANDICAP PARKING STALL
SIGNS
IDEN77FIER
SANITARY MANHOLE
STORM DRAIN STRUCTURE IDEN71FIER
LIGHT POLES
LOCA 77ON OF TEST PITS
EROSION & SEDIMENT CONTROL FEA TURES
LIMITS OFCLEARING & GRADING
INLEr PROTECTION
OUTLET PROTEC77ON
CHECKDAM
DIVERSION DIKE hh.-
No pp -
SILT FENCE W1 WIRE SUPPORT X X
CONSTRUCTION ENTRANCE
FCSA CONSTRUCTION NOTES
Rev. June 2009
1. The Authontyls Water and Sewer Standards and Spedfications are available at www fpsa-watercom
2. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval
3. 7he contractor shall adhere to the A uthodO standards and spedfications in effect at the bme of construction.
4. The contractor shall coord1nate with and arrange for Inspection by the Autholfty�
5. The contractor shall connect a new sewer line to an edsbrig manhole by core diffling the manhole.
6. A new water (or forced sewer) main shall be connected to an existing main by wet tap.
7he Authotity shall fumish all needed material and make the tap
7he contractor shall submit an Application for Wet Tap and pay required J�es;
Z Exact locations of water and sewer services on new lines are to be coordinated with the A uthofity's Inspector.
8 The Authonty's maintenance division shall fumish and install all water meters through 2ff In size.
It is dw con tructues respoWbility to he ve the meter box assembly indalled con wdy.
Before a permanent meter is installed.,
a) The meterbox, with its frame and cover, mustpropedy aligned with the coppersetter.
b) 7he frame and cover shall be set to flnal grade.
c) The distance between the too of the co'ver and the coppersetter shall be between 18 and 21 inches.
d) All components of the meter box assembly shall be in pirper working order
9. For services that connect to exisUng lines:
a. The A uthority shall fumlsh and instalk
1. all % Y14 ", 314 ', 1, 1112 Nand 2" water services.
2. all sewer services.
b. 7he contractor shall.,
1. coordinate the location of the service lateral with the Authorit" engineering assistant
2 submit an Application for Service and pay the required fees.
10. Ail water service lines must have a backfiow prevention assembly (double check valve or RPZ, as required). 7he assembly must meet
ASSE standard number 1015 or 1013.
11. Aff fire lines must have a badfflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet
ASSE standard number 1048 or 1047. Any extelior, pdvately owned fire line shall also have a fire service meter. This assembly shall be
Installed immediately before the baddlow prevention unit. Radio read remotes are required
12. 7he Authority shall review the mechanicalplan(s) for design and matedal approval of a building's:
a. domesffc water meter and its baddfow prevention device, andlor its
b. fire service line�; badd7ow prevention device.
13 DE-Q must also appmve sewer pump stations. FCSA requires a copy of DEQ!s Certifinate to Operate and a copy of the station's DEQ
approved O&M manual. These documents must be received before substantial complefton is issued and water meters released.
WATER DEMAND
AVER46EDAILY
USE (G4LLONS)
M=MUMDAILY
USE(GALLONS)
M=MUMPEAK
FLOWR47F(GAM)
525
850
10
SA NITA R Y SE WER DISCHA R GE
AVERAGEDAILY
USE(GALLONS)
MA)aMUMDAILY
USE(G4LLONS)
MA)aMUMPEAK
FLOWR47E(GPM)
525
850
10
THESE NUMBERS ARE EST7M4 7ES
GENERAL NOTES
1 1. Permits must be issued from VD01rptior to any construction in a public fight -of -way,
2 7he Manual on Unifor m Trafflr Contf of Devices (MUTCD) must be adhered to when working in a public nght of way
3. 7he contractor will remove all mud and deblis from the public fight of way that is left by vehides entering and lea ving the site.
4 Any damage to neighboring pmPeltes including county loads and sidewalks, caused by the development of this site will be the
msponsibilo of the developer. All damage must be repaired to onginal condNons,
5 A consftucbon entrance Must be installed in accordance with the -Virginia Erosion and Sediment Control Handbook' Section 3 02. The
contractor must maintain this access for the duradon of the project
6. The contractor will be responsible for adequate and positive drainage of this site.
7 7he contractor W1// obtain a Land Disturbance Permit pnor to any site work or construction.
8. A # construction will be done follo wIng the laws and guidelines set forth by OSHA and VOSH.
9. 7he contractor w111 nobFfy engineer of record of any discrepancies between the approved plans and existing site conditions.
la The developer is responsible for the relocabon of any ublIffes required by this site plan.
11. All Emsion and Sediment Control devices shown on this site plan shall be installed pnor to construction.
12. All controlled fi// must be compacted to a minimum of 95% density following Method A'of the Standard ProctorASTM-D698,
AASHTV- 799, or VTN-1 as applicable. Any fi// placed under buildings, structures, or pa vement must be inspected and approved by a
professional soils engineer. A geotechnical report supersedes this note If pm vided,
13. 7he contractor Is responsible for contacting MiSS UTYLWpHor to any site wo& All utilides shown on this plan are approximate
locations and not all utilities may be shown.
14, 7he contractor will contain all litter and debns on -site. 7he work must be lelt in an ordedy manner at the end of each workday.
15, An approved set of site plans must be on -site during the constructfon pmcess.
16. 7he contractor will notify all ublity companies pnor to excavation within easements.
1Z 7he contractor will seed and straw, for soil stabilizadon, any disturbed af eas that will be lett for more than thirty days.
DEPARTMENT OF INSPECTION GENERAL NOTES
1. BuIld1hys shall comply with the 2009 ftinla Un#bfm StafeWde BuIldIng Code & Secdons 311, S (Storage) and 304, B (Buslness) of the Intematfonal BuIldIng Code42009.
Other codes that apply ate ICCIANSIAIIZ 1-3-03 Accessfble and the Usable BuIldIngs & FadlIffes.
* walls shall be constivated as required per secton 706. Where
2. BuildIng shall meet requImments for height and area per type of construction and indIcated In 18C T503. Fire
fire walls terminate at exterfor wall at less than 180 0, door openIngs shall be rated as required in 7705.
handIcap paildng shall comply w1th SecUon 1106 6 SIgnage shall comply w1th USBC 1106.8. Madmum slope aam hand1cap parYdng stalls shall not exceed 2%.
3 All structural plans submItted for perinIt application shall be sealed by a ftlnla Design ftfiesslonal
4. Egrew locadon and travel d1stance shall comply with Chapter 10, IBC LandIngs at doors shall not exceed 148 slope and thresholds shall not exceed 0.5" and walkways
5. shall not exceed 1. 20 slope. Euts shall provide a safe path for a min1mumof 10'dWance away from building
Spedal rnspectfon requirements of Chapter 17 of IaCshall apply to thIs structure and retaining wall desIgn and must be sealed by a Virginia Registered Design
6. PfutWonal, (Soils, concrete, steel, etc.).
FIRE MARSHALL GENERAL NOTES
1. An Inspection by the Fire Marshall's offite will deteniiine where airbing must be painted yellow.
2 "No Par Nng - Fire Lane'sIgns will be placed on the site by the Fire MarshaX; directfon.
3. The contractor must align the fir e hydrants to the direction as detennIned by the Rre Mal -shall.
4 Buming brush piles of natural vegetation requires a permit Suming construction debns is pmhlbited
5 Emergency vehide access must be pf o vided at all times Fire hydrants will be always be left unobstnticted
RESPONSIBLE LAND DISTURBER
NAME: ALLAN SM
gH INE KNOLL CONSTRUC77ON
ZP
CER 77FIC4 77ON 4926-C
EXA DA TE.' APRIL 17, 2014
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans.
2. Note: An on -site pre-constiuctfon meebrig is required with the Owner, Site Contractm, Public Works, &Designer pfior to commencing any site work.
3. 7he contractor will possess a Land Disturbance Permit prior to any site work or construction.
VDOT GENERAL NOTES
V1. All work on this project shall confonii to the current editions and latest revisions to the Virginia Department of Transportation (VD07)
Road and Bridge Specftadons and Standards, the Virgiria Erosion and Sediment Control Regulafiong, and any other applicable state,
federal, or local regulations applicable In case of a discrepancy or conffict between the Standards or Speofications and Regulailons, the
most stringent shall go vem.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupatfonal Safety & Health Administration (OSHA), and Virginia
01capational Safety & Health (VOSH) Rules & Regulations
V3. When wofftg on VDOT nght-of-way, all traft control, whether peimanent or temporary, shall be In accofdance with the current edition
of VDOrs Work Area ftfectibn Manual. Furthennom, all traft control flaggers must be cer0ed in accordance with Section 104,04(c) of
the VDOT Road& Blidge Spedfications.
V4. The developer shall be responsible for relocating, at his expense, any and all ublibes, inciuding traft signal poles, Junctron boxes,
controllers, e tc., o wned by VDO T or pr ivate / p ublic ufflity companies. It is the sole responsibility of the de veloper to locate and iden tily
utility fadlfts or items that maybe in conflict with Me ptoposed construction activity, VDOTapproval of these plans does not indemnify
the developer from this respons:61W
V5. Design features relating to field consimcdon, regulations, and control or safety of traft may be subject to change as deemed
necessary by VDOT Any addItIonal expense Incuired as a result of any field revIslon shall be the responsibility of the developer.
V6. Priorto InIhation of work, the contractor shallbe responsible foracquiring all necessary 14DOT'land usepermlis forany work on V90T
fight -of -way,
V7. ff requIred by the local VOOT Residency Offlce, a pre-constructlon conference shall be arranged and held by the engineer andlor
developer with the attendance of the contractor, vanous County agendes, utility companies and VDOTpnor to initlabon of work.
V8. 7he contractor shall no* the local VDOT Residency Ofte when work is to begin or cease for any undetenrilned length of time. VDOT
requires 48 hours advance notice pnor to any required or requested inspection
V9. 7he contractor shall be responsible for maintaining adequate access to the pmject fiom the adjacent public roadway via a mnstniction
entrance that is constructed and maintalned in accofdance with Section 3.02 of the Virginia Ehosfon & Sediment Control Handbook
Furthelmote, access to other pirperVes affected by this project shall be maintalned through construction 7he Developer shall have, within
the limits of the pmJL-ct, an employee cerdfied by the Virginia Department of Conservation and Recreation (MR) in Emsion and Sediment
Control who shall inspect erosion andsiltation contivIdevicesandmeasureson a contrnuousbaslsforpmperinstallat7on andoperatron.
Defidendes shall be prvirptly rectified.
V1 0. Contractor shaff ensure adequate drainage is achieved and maintained on Me site during and at the end of construction.
V1 1. A# water and sewer lines within existing or pfoposed VDOT right-of-wayshall have a minimum thirty-six (36) inches co ver and when
possible shall be installed under madway drainage ladifties at conflict points
V12. Any unusual subsufface condNons (eg., unsuitable soils, springs, sinkholes, voids, caves, etc) encountered duhng the course of
construction shall be immediately bmught to the attention of the engineer and VDOT Walk shall cease in that vidnity unb/ an adequate
design can be detennined by the engineer and approved by VDOT
V13. All fi// areas, borrow matenal and undercut areas shall be inspected and approved by a VDOT representative plior to placement and fi//.
Where CBR testing is required, a VDOT representadve shall be present to insure the sample obtained is representative of the locabon.
When soil samples are suhm1&d to plivate laboratones for tesUng, the samples shall be deady Idenftfied and labeled as belongIng to a
/ applicable VD07'standards and pmcedkirss.
pfvjkt to be accepted by VDOT and that testing shall be penbfmed in acroidance w1th al
VI 4. A # roadway fill, base, subgrade matefial, and backfill in utilitylstof m 5e wer trenches shall be compacted in six (6) inch Atis to 959 b of
theoretical maximum density as detelmined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of
any dedicated street fight -of -way, At the direction of VDOT, density test!s shall be peribnned by a qualified independent agency In
accoidance with VDOTRoad and Bridge Speaftations Cerhfied copies of all test reports shall be submitted to VDOT daily, unlese spedfied
otherwise.
V15. 14DOT'SlandardWand UD underdraInsshallbe installed where indicatedon theseplans andlor as specified by VDOT
V1 6. 7he installadon of any entrances and mailboxes within any dedicated street iight-of-way shall meet VDOT minimum design standiuds and is
the responsibility of the developer.
V1 Z Phor to 14DOTacceptance of any streets, all required street signage andlor pavement markings shall be installed by the developer- or, at
VDOrs discretion, by VDOT on an account receivable basis following the Manual On Unifofm Traft Conftl Devices
VI 8. The developer must provide to the VDOT Residency Ofte a list of all matenal sour res pnor to the start of construction. Copies of all
In voices for materials uffilzed within any dedicated street nght-of-way must be pm v1ded to the local VDOT Residency Ofte pifor iv
acceptance of that work, Unit and total pnces may he obscured
V1 9. Aggregate base and subbase matenals shall be placed on subgfade by means of a mechanical spreader. Density will be detenninev using
the density control striv in accordance with Section 304 of the VDOT Road and Bdbge Specificadons and V7*10. A cerdfied compaction
technician shall penbtm these Wts Certifted copies of test reports shall be submitted to VDOT daily, unless spedfied otherwise In addition
to cheWng stone depths, a VDOT representative shall be notified and given the opportunity to be present dwing the construction and
testing of the density control strio.
V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Spedfications. Density shall be
determined using the density contm/ stdp as specified In Section 315 and V7M-76. A certified compaction techn1dan shall penbtm these
tests. Cerbfied copies of the test mports shall be submitted to VDOT daily, unless spedfied otherwise A VDOT representative shall be
nobfied and given the opportunity to be present dunng the construction and testing of the cvnt?Vl strip.
V21. In accordance with Section 302.03, the foundations forpipe culverts thirty-six (36) Inches and larger shall be explored below thebottom
Won of the foundabon, The contractor shall report findings of foundation exploration to
of the excavation to detelmine the type and cond
the engineer and VDOT for applovalptior to placing pipe. Foundabion designs shall comply with VDOTRoad and Ofidge Standard IT-1.
Where solt, yielding, or otherw1se unsuitable foundation is encountereit Me foundation design andlor need for foundation stabIlIzation shall
be determined by the engineer and appro ved by VDOT
V22. 7he foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevadoli to
determine the type and condidon of the foundatfon. The contractor shall submit copies of borehole logs and report findings of foundation
exploration to the engineer and VDOT for appro val pf for to construcifng box. Foundatfon designs shall comply with VDOT Road and Ondge
Standald PS-1. Contrary to the Standard, where rock is encountered and cast -in -place box is pirposed, the thickiess of beddIngs-hall be
slx (6) Inches Where solt, yielding, or otherw1se unsuitable foundatfon is encountered, the foundadon design andlor need for foundation
stabilization shall be determined by the engineer and approved by VOOT
V23 Appry val of this plan shall expim three (3) years from the date of the approval letter
V24. 14DOTStandardCG-12 Curb Rampsshallbe installed where indicatedon these plans andlor as spedfied by VDOT
V25 VOOT Standard Guardrail shall be installed where warranted andlor as proposed on these plans in accordance with VDOrs installabon criteria
Final appmval of guardrail layout to be given by VDOT after grading is mostly complete
TRIP GENERATION DATA
I AM P64K HOUR PNP64KHOUR
CODE rTE USE AR& IN OUT TOTAL IN I OUr TOTAL
150 WAIREHOUSING 40 28 68 1 FTF34 59 FJW]
1 12,800
DA TA TAKEN FROM THE L T E, MANUAL Ah EDMON
LANDSCAPING NOTES
I Miss Utility must be contacted pnor to planting. Advise engineer of record of any cvnflicts in planting locabons and utility ma4higs.
Landscaper must stake and guy all trees. Stake locaftons must avoid ublibes.
2 Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease 7he plants shall have ample rooty and be well blanched.
The planter shall guarantee all plants for one year.
3. Landscaper shall use shredded mulch In all planting beds and around trees. Tags from each plant will be pm vided to the o wner.
A Plant substitutions will be allowed with the written appro val of the Fredenck County Planning Department.
VICINITY MAP
SCALE 1"= 2000'
PROJECT INFORMA TION
Owner General Contractor
JONOER AssodaW Inc. Construction Management, Inc.
601 South Carollne Street 360-2 McGhee Road
BaNmore, Maryland 21231 Winchester, VA 22603
Phone - (410) 365-2524 Phone - (540) 665-0693
Proper ty Da
Building Setbacks
Per Code
Tax Map Number 43-(19)-47
Fmnt (McGhee):
751
Address 1475 McGhee Road
Front (Lakeville):
75F
Area 2.660 acres
Right Side.
25'
Zoning M-1
Rear.,
251
Legal References DB 899, PG 117
Evistlig Use Vacant
Pandng Setbacks
Per Code
Pr oposed Use Warehouse & Distribution
Fmnt (McGhee):
10,
Front (Lakeville):
10,
Right Side.
51
Zoning Da
Rear.,
5f
Open Space Minimum 25% = 28,967 sf
Use For
Unit
Open Space ftposed 45.6% 52,832 sf
Truckiag
1 per Ddver
FA.R. ftdmum 1.0
FAR. ftposed 0.11
Maximum per shift
18 Drivers
Ofte - 2,133 sf
1 per 250 sf
Required
Building Data
Pafkng Spaces
27
Type of Construction 2B - Metal
Hanoicap Spaces
2
ftposedArea 12 800 sf
Loading Spaces
1
HeIght Madmum 60 feet
Height Proposed 24 feet
Contact Numbers
Sur veying & Engineer ing Fir m:
GmyWo#e, Inc. (540) 667-2001
Zoning Enforcement:
Department of Planning (540) 665-5651
site
Department of Inspections (540) 665-5650
frosion and Sediment Control.
Depaitwent of Public Works (540) 665-5643
Sanitary Sewerand Water.
Fred. Co. SanitaUon Authonty (540) 869-1061
VDOT., (540) 535-1824
Velizon (301) 954-6282
Prqpg�ed
76. 0'
163.2'
134.8'
65.0'
Pro
34.3'
72.5'
14.7'
iao,
Tabulation
18
9
36
2
21
Monument Sign Da
Maximum Slyn Area Allowed 50 sf
Malkimum Sign Height Allowed 12 It
Sign Proposed None
Building Mounted Sign Da
Maximum Sign Area Allowed 2096 of wall (not to exceed 200 st)
Maiximum Sign HeightAllowed 60tt
Sign Proposed 200 sf (4,440 sf of wall)
SheetIndex
0
4
>
Cover Sheet& General Notes
Sheet 1
Dimensioning and Layout Plan
Sheet 2
Grading Plan
Sheet 3
Udlity Plan
Sheet 4
Utility Details
Sheet 5
Sight Distance Plan & fthiss
Sheet 6
<
VDOT Details
Sheet 7
Landscaping & Lighting Plan
Sheet 8
Erosion & Sement Control Plan
Sheet 9
rF
Electric. WE PLAN APPROVAL
Rappahannock Electric aoperative (540) 622-2001
Gas: Washington Gas Co. (540) 869-1111 HAMEIV
MISS UTYLITY., 1-800-552-7001
EN
I SITE PLAN NUMB
Zoning General tes
Maximum 1. Byterforfighting wIllbeprovidedby wall-packlights attached
Environmental
Existing
Disturtance
Proposed
to the bulldIng and poles shown on Sheet Z
Features
Acreage
Allowed
Disturbance
2.
All lights will be shielded (cut-off OW) or directed to pre vent
Floodplain
0 acres
0%
0%
glare on neighboring properties.
3.
Outdoor trash receptacles w111 be in an enclosed six (6) foot
Lakes & Ponds
0 acres
0%
0%
fence, unless located insIde of a screened storage yaid,
Wetlands >1AC
0 acres
0%
0%
4.
7hls pi%jbct will not disturb any environmental &wtures as
Sinkholes
0 acres
0%
0%
deflned by the Arededck County Zoning OrdInance.
Natural S. W,
0 acres
10%
0%
5.
7he owner will be responsible for obtaining or granbng
Retention Areas
easements shown on this plan.
Steep Slopes >50%
0 acres
25%
0%
6.
Easements will be recorded and copies sent to the parties
involved.
Woodlands
0 acres
25%
0%
Z
All Ldlides that will service this site must be placed
underground.
APPROVALS
Ff edenck County Zoning Administrator
SP # 15-11
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Date
Final Site Plan Approved by Aredenck County PlannIng Depaftent Reviewer Date
I - Site Plan approval fivm VDOT will expire three (3) years ftm the date of the approval letter.
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2. Frederick County Zoning Administrator approval expires at five (5) years fivni the date of site plan approval
3. The Frederick County Sanitabon Authority approval is valid for three (3) years fivni date of approval If construction is not in progress at the DATE: MAY 16, 2011
end of this pedod, A uthodly approval shall be void.
4. 7he Frederick County Department of Public Works approval is not enough to begin site development. The owner1contractor Must obtain a SCALE: N/A
Land Disturbance Permit and agree to petiodic Inspections, FILE NO. 0295
5 7he Frederick County Depaftment of Inspections approval does not constitute a building pennit. BuIldIng plans must be submitted and
appnovedpilor to constructfng any structure. Furthermore, the site must meet allADA requirements and be approved by Inspections. SHEET 1 OF 9
VDOTEntrance Notes., ----------
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Lx. 10, UTILlry &
DRAINAGE ESUT
WV 66'B1O-RE7FN77ON CELL #2
60'OF 4'PERFORA 7ED DRArN PIPE
1020015J8 I
450 BEND
of
W W 20' 20'
EX 10' U /Ty & 5�
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...... ..... ...
70'OF 4" PERFORA7ED DRAIN PIPE
43-(19)-54 Il \ -
A D KNOT7S DEVELOPMENTLLC SWALE if I
#050015669 DI-1 (4) 200'OF 8-ADS DRAIN PIPES SWALE t2
ZONED: M-1 TOP=730.0'
(2) 180'OF 4 PERFOR4 7ED DRAIN PIPES
INV=727 7'
USE., WHOLESALE SUPPLY
. .. ........ ..... ... ...
2.387ACRE5
.. .... . .......
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...... .....
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SCALE: 1" 20'
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43-(19)-53
HENR Y PROPER 77F-5, LL C V=7
27.09' FILE NO. 0297
V6 15" RCP
#060005871
Qmax=6.2 CFS
ZONED: M-1 I
SHEET 4 OF 9
USE., INDU57RIAL
L L
7 or
24, Iowa
bmcWM
A be" to be D
N 109M D
of A3TM O==* u derwrol.
STANDARD t
VmW bodA becM
ki addkkm 10= 3hWatftttft
or Ir mob of th diell be reekakwa
_M! Wscd@dkrVMd
err Ir d* ew
fk*Q
L vW h WVM d pipe (PVC or DIP)
2COMW
10� D - pipe dhu.WM
11 bwkM baw
Ir I ir I ir
L M 00 W 100 120 120 1:.
1/20LIX 1/90a
TEE, CROM WYE
jr
-TE ARCH
CONCR01E CRADLE CONCRIE
bfidA
__9 &:3
0-1
Ikow�80W L- rod Wrigh of pipe (PVC w DIP)
womea
bKkM D-**C2NWft
D W a 12- 1
r
4r, 22 11r. 11 1W
L M M 20 M 20 W 1 20 1 20
HORIZONrAL SEND
CONCFEM ENCASEMENT RESTRAINED JOINTS FOR
TRENCH III BEDDING TEE, CROSS, WYE AND HORIZONTAL BEND
-1. FE13 00 -2- FES 06
CZ
DI 02
the wumanswWPAbolft 90 be Ift
L -&A Wrtip d
FM or DIP)
P'*
D Poe darnoter
woommaw
REDUCER
L
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thooixvwcdoi.aM)aht#W
ftftW0*iftVwt*d*Vb*Wb*r&*
L - mWakad WngMf
1 13 1 Ir I V 112
pipe OW or DIP)
L n 00 W IOD 1W IM 140 1W 0 poe dun"
1 1 1
VALVF, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
-3- FEB 00
q)
45 rz-
�u (j)
.2
ARDWOODMULCY-SINGLE SHRED 14. 0 CU. YDS.) kn Qj q)
6-H
qj IU
Q) -3
LZ
j�; "122 42
QA
-r-- _Z3
7LL SOIL MEDIA (70.2) cv. yds.) C)z
30N I �3
85% COARSE CLEAN SAND CZ
5% TOPSOIL
kn
q)
q) -4
10% COMPOST
uc� @ Zh
CZ
COVER PIPE AND CELL
80 TTOM W1 6' OF #57s (14. 0 cu. yds.)
j CT
Pe*rated Pipe(��Cleanouts (50' 0. Q
2411 24 72
SC4RIFY SUBGRADE BEFORE INSTALLING #57�9 & SAND -MIX
24" 24" 48n
-B-10-RETENTION CELL #1
-S
CROSS ECTION
1%-5%
4.:
GO '''1
to Top Ele va Non var les from
733.6'to 731.9'
Bottom Elevation 728.6'
Blo-Retention Cell #1
1. 7he cell Is designed to capture and treat Me first 1. 0 of run -off; therefore, the cell design must be 4 % (627 of the 0. 36 acre drainage site minimum. 7his design is 5% (758 st),
2, 7he cell Ispropased for this site to assist in stormwaterquality through the removal of 0.60 Iftlyr of phosophurus.
3. The cell has a 81 % remo val rate as shown in DCR's BMD reference materials for spreadsheet methodology - A ugust 26, 2008,
3. The cie// Is to be constructed AF7ER all site work Is In final completion. A# pa vIng and concrete activities are complete, the exposed areas are stabIlIzed, and the construction on the
outside of the bulldIng Is comIng to an end. Not walting can yield sediment contamination resuldng In a fallure of the cell by cloggIng and will require it to be dug out and replaced
4 Operations manager for this ladfity shall be responsible for weekly maintenance and inspecton.
5. Consult the SWPPP (Stormwater Pollution Prevention Plan) for more information.
6. Installation must be have final approval by a Licensed Engineer, Surveyor, or Frederick County Public prior to Land Disturtance PL-rrnit bond release.
TOP OF CURB Et 732. 0'
6" PONDING
GRA TE =731
3'
Bid -Retention Cell
.
INLETEL=731.5'
1. The ceTs-is--de-signed to capture and treat Me first 1. Off
of run-ofi, thereffire, Me cell desIgn must be 4% (749 st) EL=731,3'
of thea43 acre drainage area m1nimum.
N
6N HARDWOOD MULCH -SINGLE SHRED (15
CU, YDS,)
2 The cell is proposed for this site to assist in stormwater
quality through Me removal of 0. 72 lbslyr ofphosophurus.
3. The cell has a 81 % removalrate as shown in DCR's BMP 18 N RLL SOIL MEDIA (49 cu. yds.)
reference materials for spreadsheet methodology - August 26, 85% COARSE CLEAN SAND
2008. 5% TOPSOIL
10% COMPOST
3. The cell is to be constructied ARER all site work is in
fibal completion. A# paving ano(concrete activities are
complete, the exposed areas are stabilized, and the
construction on the outside of the building is coming to an COVER PIPE AND CELL
end. Not waldng can yield sediment contamInation resulting BOTTOM W1 6' OF #57s (15 cu. yos.)
in a failure of Me cell by dogging and will require it to be
dug out and replaced. 4 - Peftra ted Pipe W1 Cleanouts (501 0. C)
200'OF 12 ADS W1 END SEC77ON
4 Operations manager for this ladlity shall be responsible
for weekfy maintenance and inspection. SCARIFY SUBGRADE BEFORE INSTALLING SA
ND -MIX
INVEL=728.3' INva=727.3'
5. Consult the SWPPP (Stormwater Pollution Prevention Plan)
for more information.
BIO-RETENTION CELL #3 CROSS-SECTION
w
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4W "J",
61, tr and i2l
di� 41'dw_ NAV'd"P
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Water Forced Sewer
16', 1 Er. 21Y anti 24'
GATE VALVE
APR
C4 LAJ
(4) 8 VS
DRAIN PIPES
-4. Q1
ELEV 1729.0
7 STONE
ELEV 727.7'
60' WDE
TRENCH DRAIN X-SEC77ON
SWALE 12
N.TS,
TRACTOR TPAILER t:
DOCK
a=732.00'
FF=736. 00'
BR64 D DELIVERY
DOCK V.
EL=732,67'
6- HARDWOOD MULCH -SINGLE SHRED (6.9 CU. YD5.)
23"PYLL SOIL MEDIA (26.5) cu. yds.)
85% COARSE CL64N SAND
5% TOPSOIL
10% COMPOST
COVER PIPE AND CELL
BOTTOM W1 6 ff OF #57 �; (6,9 cu. yds.)
4 ff Pen-orated Pipe(�DCleanouts (50'0. Cj
SCARIFYSUBGR4DE BEFORE INSTALLING,057s & SAND -MIX
- - -RETENTION CELL #2
810
CROSS-SECTION
FF=736,00'
ts"*w
anct 0-ak"Cl yollt:A#
9q^0W:ii
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44
A
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1H
ELEV t729.0'
CL
LQ
ELEV 72Z 7'
24 NVE
TRENCH DRAIN X-SEC77ON SWALE /1
N. T. S.
2 OF SM-2A
3" OF BM-2
8" OF 21 -8 COMPACTED TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL PAVEMENT SEC77ON FOR VDOT
ENTRANCES
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72
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24"
339
4V4'
731.4' 731.4 1 1 %-5%
1; J.
Top Elevation 730.4' vanes
Bottom Elevation 727.6'
Blo-Retent7on Cell
1. T�e cells is dFsigned to capture and treat the fir st 1. 0 6 of run-off; therefore, the cell design must be 4 % (383 so of thea22 acre drainage area
minimum,
2. The cell Is proposed for this site to assist In storrnwater quality through the removal of 0.32 lbslyr of phosophurus.
3. 7he cell has a 81 % removal rate as shown in DCR �; BMP reference materials for spreadsheet methodology - August 26, 2008.
3. 7he cell is to be constructed AFTER all site work is in final completion. Ail paving and concrete activities are complete, the eAposed areas are
stabilized, and the construction -o-nWe outside of the buildIng is coming to an end Not waiting can yield sediment contamination resulting in a failure
of the cell by clogging and will require it to be dug out and replaced
4 Operations manager for this fadlity shall be responsible for weekly maintenance and inspection.
5. Consult the SWPPP (Stofmwater Pollution Prevention Plan) for more Information.
6. Installation must behave finalapproval by a Licensed Engineer, Surveyor, or Fredeiick County Publitprior to Land Disturbance Permit bond release.
Oppowle Swe
OWPMP
so'k"'Vo,
goLve
oppwwkvfrkafta0
INSTALLATION NOTES:
pftto,
&P inr BOW PVC or SOW p1pL The pkft ohd fun from cm IM boyarid ths
-am 1ft10b@%WW%*0f%7at10f=I com up ku rrmw b= wW amrid
td plow].
DOM" mW wM 12
TM WATER SERVICE CONFORMS TO THE UNIFORM FTATEWIDE BUILDING CODE
W X 3/4% 3/4' AND I'
METER INSTALLATION
740
730
FEB 00
OmPIM Faultiry d VA, kvx "ft
b=1 dNr0A%n0X1iRtWM
ow WM, Imat NCL Va"
PW=k mom PA48V_OSK (41 coo Imn
9Mk2t aid brm
pLI hWVG I*m hwd om0ftWddPwd
Wc§LxIrdWp
r moors
gnWe
awwrtinin
46'bwd
rah"
AN pipe armi fttdngn shdi be SOR 3W2L
GRAVITY SEWER CLEANOUT
-24-
18' min.
SDR-21
0
70
170
18 min.
725
, ... . ....... ...
+
SDR-2
124' OF 8
ZZ I
P,
120
.... . .....
X
Lr1
LKi
'q L4.j
C' 4Z
-)
Q0 (3)
715
0+00 0+50 1+00 1+50 2+00
2+50 J+00
- PROFILE
WA TERL INE
5
H-1�_- 0', V-1ff-5'
3" OF IM-1A
6 ff OF 21 -B COMPA CTED TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 98% DENSITY
TYPIG4L PA VEMENT SEC77ON FOR DELIVERY
TRUCKS - MEDIUM PAVEMENT SEMON
4 OF IM-1A
6 OF 21 -B COMPA CTED TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 98% DENSITY
TYPIG4L PA VEMENT SEC77ON FOR 7RA CTOR
TRAILERS - HEA VY P4 VEMENTSECTION
4 " OF 3000 PSI CONCRETE W1
HBER
4 N OF 21 - B COMPA C7F0 TO
95% DENSrf Y
/<
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPIG4L SIDEWALK SEMON
TREA T WOODEN PANELS WrTH
WA TER SE4LANr
FEB 09
740
7J5
7JO
725
720
INSTALL ON 4 W4%8' TREA TEO POS7S SET.TDEEA
DUMPSTER & SCREENING FENCE DETAIL
N. TS.
8 " OF DURA -DRIVE PLUS MIX CONCRETE
W1 RDERMESH 650 - 3 LB RA TE,
NATURAL SAND, Iffm -6 - SL UMP, PREPARED
BYESSROCREADYMIX, OREQUIVALENr
4 " OF 21 -B COMPA CTED TO
95% DENSITY
SU6GR4DE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
CONCRETE PADS AND DUNPS7FR
PAD SEC77ON
*. . 1,
2" OF SM-2,4
60 OF 21-B COMPACTED TO 95% DENSM
Lut.
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30
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0 0
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tA4
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(-.n ;W, C.)
;t UA
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9
76%
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(6
ICA
DATE: MAY 16, 2011
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 9896 DENSITY SCALE: AS SHOWN
TYPIG4 L PA VEMENT SECTION FOR FILE NO. 0297
THE 04R PARKING AREA - LIGHT SEC17ON SHEET 5 OF 9
.- -1-1- - - -1 -- I I 1 9 1
16
b
/ . . ......... oo""00000/
740
7J5
7JO
0+00 0+50 1+00 1+50 2+00 2+50 J+00 J+50 4+00
SIGHT DISTANCE ON McGHEE ROAD ENTRANCE
HORIZONTAL = l.-50 VER77CAL = l.-5
740
735
730
740
735
7JO
4+50 5+00 5+50 6+00 6+50 7+00 0-�oo 0+50 1+00 1+50 2+00 2+50 3+00 J+50
SIGHT DISTANCE ON LAKEVILLE COURT ENTRANCE
HORIZONTAL = 1:50 VER77CAL = 1.5
NCE TO
SIGHT DI
If
of
cp-
It
If
it
If
A 0
4,
N 5 of
06q 30'
7
�A GRAPHIC SCA
0
SIGHT DISTANCE
Q
c�
CS� /
REMOVE 7REE FROM
n
HEAVYPAVENavT
SIGHT DISTANCE
(� i",
E,4SEMENT z- I .? 36 7' V
�-2
C/5
Lu. . .......
c"I &Wlllllllllll
cs PA V&Eff 0101,11111,
Q)
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. .........
Mp MR 00000
. ..... -t7 .........
49
50.0' 50.01
ON
0 0 N
T LAKEVILLE CIRCLE . .....
Do 865, pG 817
TANCE pWVATE ROAD SpEED jjlQT SIGII
;7� Dlsl,-
UNPOSM-D
10 601 R. ON
.......... /0
208, . ...... . . ....... .
. ......... .....
.210, 0 r 20'
.. ........
. . .. . ................. .
GRAPHIC SCALE
4+00 4+50
740
7J5
7JO
5+00
I
0
be.
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ko
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DATE: MAY 16, 2011
1 1
SCALE: AS SHOWN]
FILE NO. 0297
SHEET 6 OF 9
Lle �
L4_ LIZ
L0 ct
cc C
:�t N V) Lh
� 3 %-- N k CN U) �0
_ I I CQ 0:1 CL %0
Cj 301!1_1 -3"
(Z
C) :a
0Z x 30"
(n ca ON (f) ca N C14 Qz� CN:t 0
U
0 1�4 Z Z z 2R4 Stop Sign (RI-1)
(3 C14 t-) 00 U) C14 t-) 00- (j CN In Do Ss' (IN n 00 STOP Signs are intended for use where traffic is required to stop. The vim
C
STOP sign shall be an octagon with white message and border on a red
a 3
q background. The standard size shall be 30 x 30 inches. Where greater
n emphasis or visibility is required, a larger size is recommended.
AE a Mulawav stor interse-nor lse� 2L:t--; (%4
30, 1 V.- ojorlementary plate C4 40
(RI-3) should be mountediust oelow eacn STOP sian. If the number of CU a
approach legs to the intersection is three ir more, the numeral an the
12' @ 27. 12 OF 218 30. 0' @ 2% upplementary plate shadll :urrespond to the actual number of legs, or the
T� pical Traffic Controll legend ALL -WAY (RI-4) may be used. The supplementary piate shall
Stafionan, 0peration OnShosidder 12' (90 2Z
46� have white letters on a , ed backgrour- and shall have a standard cize of 12 U) 218
sA6
(figure TTC-4.0) .4 x 6 inches (RI-3) or 18 x 6 inches (R 1-4). q)
- 2'-6-(CG- A STOP sign b.-acon or beacons may be -_is�_ ,onjunction with a
STOP sign :!� described in section 4E 115
-4
Secondary messages shall not be used on STOP sign faces.
Lakeville Circle and McGhee Road Typical Section Entrance Profile
roaeh,--,7v for a dh!ded tir ove�sravvrrvei orth, ij.rhe &:.jr shoulder ir q(jected.
2, he 13W'_jj(j0'fijr holifiki acrtmv hkgInivsys, and ny kdl wber r,,mrArqrs J00'-&JV*
where i.vgrvjyftIj- than 45 otph, etod 3_10-50)'wheiv hy'no js 4j mph
argivaler.
Stiandard: ROADSIDE SIGN
3. (Alannellizingdevicespaclag shAll beat the fojltswlltg�
RURAL DIS'RICT
..........
Postecli Sp" (mph)
Loctitio!! 0-3.15 r A
1'rall"itioll Spacing 20, 4W I
1'rav 2
elwny Simcing 4W 80*
'rhe buffer space length shall be m shol-va in Table 611-4 for the powd ifilted limit.
4.
5�
Cone'raper Ungth (13,
speed YAPO' Length
Limit Laar Width to I'ver
165 Is#
En ca
35 2 Wq 22i 245 WNOP �ROSSRC__ 06
TYPICALTRAFFIC CONTROL 4j,
44) 3241 T-4 --,
Signing P'#rPrqjrc1Lim#i; 0 in 7�2
45 4." 4." 640 (SbouldtitTaper- P&AIlinimulal)
(Figure TTC-36-0) 1:
30 $50 640
9115 5 SO 60.4 6 V)
60 (So "0 '774)
'T
65 650 715 784)
A GENERAL NOTES
A shadow whide with either an arrow board operating in the caution triode, or sit least one high- xi 1)10:1)�'j�t��V�)el't".1�.��i.cl�'-.-IltCfiKk�.'A(I;lCyitilil�;3�1C.t�,t:��I X STREET APPROACH SAME SURFACING
jj�
Intensity limber rotating, ow-illating Thl, lkvvut aho.31)plk� W1=h1-!;IW I�ighwA�s inc-In'Ung linll%j aco�,,� �RA&US TO BE AS I C1 AS MAINLINE ROADWAY (SEE NOTE 3)
or strobe light slian W parkvill 50'.100' tot "dvanci, of the firsit
-3
-ork crew. SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG
PHAIJ PAVi.-tLExI, wtuNINC (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STAWARD IS TO
ridard: ADJACENT TRAVEL LANE
vi
a16-
Fhe'ROAD 1l7NDFR(0N44RU('f1().N" Nips &sIllw pJaced NNW ft-wn ffiv project hotil, or 9W SHOWN ON PLANS) BE AUSTED TO MATCH THE M"TABLE CURB
priar it) am otber ramtrsittion wartsing sigil, CONFIGUZATION,
CG-2 OR CG 6
OF EXISING PAVEMENT
7.
OTEA) Q (PI:
(AS DETERMINED IN FIELD)
.............. listlit, i� !� , . . Zt -
............... ......................... _Uj Z)
2. SEE STANDARD CG-12 FOR CIURB RAW DESIGN TO BE
,tv
-d "Naratitlx� swwals mav b� uscd w, supplemew h4th_ilun� 111 49 50EWALK USED WITH THIS STANDARD. -
nl)nm L� ; 7 7 'K 7 1;Z 1�z 7 `iZZ
SIDEWALK a< ;-;t
46 .11116 6, r
y :, - .... ACK COAT THE PROPOSED
A; ONSTRUCTION JOI14T FXI!�TW.. ASPH" --ROP0SFr.) A,1,PHALT 1.AYFRS (SEE
NOTE 5) UNPAVEO SPACE
re OPTIONAL
`11cis a %kk. road littel"sects the highwa) within tilt teniporary trat"ic contmil etiar, Haditional "'afri 4. On mikduft,� jiming invitkut than S', left 44nd th-lbi'len he a4slifed. 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
- - - - - - - - - FLOW LINE R/W LIE (EXCEPT ANY SUBGRADE STAMLIZATION Q -4
S
9. k% i5 *5"
coetrol desricts shaft be placed as* viteded. REQUIlItED FOR MAINLINE PAVEMENT WHICH CAN BE
PR EAP IONN OMITTED IN THE ENTRANCE.)
EXiSTiNG SUBBASE OPOSED SUBBASI_ EXPANSION LW it
D :5
Is t JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER CIZ zt (A uj
- - - - - - - - - - - - - - - - - - - - - - - - - - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINIE LLI L
lcr i"y NOTE; WIDTH 'B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES,
Stalionaty Operation for shoulder COMPACTED SUBGRADE SHOWN 014 TYPICAL SECTION. ILL! CQ .K
A1W (a
(Figurt, T`K4.(�) ti� jZ: It,- U
mav -,fgj5 (41-111 '44" 1 21)(15 lla;L 01" NW15 CONSTRUCTION JOINT DETAIL PLAN VIEW ENTRANCE NOTES
2 CAC Z_t
'U6
5� WHEN THE ENTRANCE RADS CM44T ACCOMMODATE THE
TYPICAL TRAFFIC CON'TROL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE wiTH PROPOSED ASPHALT WIDENING LAYERS MAIRLWE ROADWAY SLOPE TUWNG REQUIRMIENTS OF ANTICIPATED HEAVY TRUCK
Flitaing 0 TRAFFIC, Tft DEPTH FOR SIDEWALK & CIM RAMPS
.peradon On Two -Lone Road
WITHIN THE LIMITS OF THE RAWSHOULD BE
PROPOSED MNIMUM i t/, INCH THICX ASPHALT SURFACE COURSE (SEE NOTE 5) 101
(Figure TT(,",-1&A) PARABOLIC CURVE (ENTRANCE ONLY) INCREASED TO 7". (SEE CG-13)
8 9 VAX, U
MINIMUM 12 INCHES, OR QREATER AS NECESSARY TO ABUT THE FULL TH'CKNESS OF EMSTING ASPHALT LAYERS EDGE OF PAVEMENT OR
N c
+ AS DETERMINED BY CORES (SEE NOTE 3) OPTION& FLOW LINEE SLOPE CHANGE 6, PLANS ARE TO INMATE WHEN CONSTRUCTION Of A FLOW 0
L44E IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS C3 0
(SEE
THE ENTRANCE.
NOTE 7)
MA94LM ROADWAY
LU
D
SLOPE ,D,, ARE LISTED IN THE ALLOWABLE ENYR94CE GRAM
NOTES: D TABLE. THESE VALVES ARE NOT APPLICABLE TO STREET
MAX 7� THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 0
45 oyd] or�,Im.
�HANGE
ve ne? v;.Nod e 'W ki "rk, wne Zo irmr�� MOX104.01; x;ght
2. Ce, �)v.
CONNECTIONS. 0
4SPHALT PAVEMENT WIDEMNG SHALL �,.AVE A PAVEMENT DESIGN IN ACCORDANCE Wflfl CURRENT VCOT PROCEDURES AND BE APPROVED BY THE ENGINEER
basedon 51 MIN.
"o ingivelfer Man dw INTERSECTION NOTES in
'HE PAVEMENT 0ES*N FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED DEPTiiS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT,
SUSSLWACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL. BE ADORCSSED IN IME PAVCMIENT DESIGN, 0
8, WHEN CC-11 IS USED FOR STREET CONNECTIONS THE 3=
46 L-4, 5. A MNWXW Of THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL ANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING M CONSTRUCT GRADE CHANGES WiTH A PARABOLIC CURVE. CDNNECTON WJST BE DESIGNED N ACCOkDANCe WITH 0
lugd_ PAVjMENT LAYERS. T4ESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. AASHTO POLICY AND THE APPUCAaE REOUREMENTS
C)
standard- OF TK VDOT ROAD DES*N WMAL,INCLUDING STOPPING U) U Z:
THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 !12 INCHES AND REPLACED WITH A" ASPHALT SURFACE COURSE TO MATCH THE SECTION A A
4. SIGHT DISTANCE AND K VALUE REQUIREMENTS. In
4, Fbigging stalloas %hall he located far c"Ough in advance (if Ilse work tone to per"Ilt approaching PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, > b8
traffic to reduce speed atill.Aor stop before pam* the work zovie. anti aflw 5ufficleat distance for 9, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A LLJ Z < LU
THE ENGINEER MAY REQUIRE 1It MILLING DEPTH OF THE EXISTING PAVEMENT 70 BE AO�;USIEO 10 ACHIEVE AN ACCEPTABLE PAVEMENT CHOSS-SLOPE 41 PORTION OF CUTTER TO PROVIDE 909TIVC DRAIN�WC cl� LU
dellarting fraMe in the Tells bute to return to) the right lane berare reaching opposing n,#Mc (sce TnIlle X, En V)
AND EFFECTIVE SURFACE DRANAGE. ACROSS THE INTERSECTION, ILD
6114.0 im page 611-4),
6, EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LINTS SHALL BE RESTORED 5LOJECT TO THE APPROVAL. OF THE ENGINEER. Uj
-HE SPECIFICATIONS EXCEPT THAT ALL JO TS
7, FINAL TRMSVIERSE PAVEMENT TICAM SHALL CONFORM TO THE REQUIREMENTS OF SECTION 316.05(c) OF I IN IL
Conesplicing i1salt he at the faffinving. AT T(E-iN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRXWTEDGE IN ACCOROANCE WITH. THE REQUIREMENTS OF SECTION 315,07�0 OF THE
GRADE CHANGE
SPECIFICATIONS. t,:. 11w,
CLASS A.3 ENTRANCE VOLUME
,ger$ siltill bc slate certified stall bay*, their corrification card in tb(,Jr pm-svIisislit when
S. All Hag
ALLOWABLE ENTRANCE GRADE CHANGES
(1-35 36 1- (H,E�S,) DESIRABLE MAX
W
I ralisitioll Splicing 20, 40, HIGH MORE THAN 1500 VPD Ox 3 x
Fravd%%Hy Spacing 40' 80, MEDIUM SM-1500 VPD <
SECTION C-C 141W I LESS THAN 500 VPD S6% a%
7, Ashailcm vehitle with sit least one high Intensity rotming, (oicillating. or amber "nibe light'.diall he
parked.W-11111i'to advance (if die firWivork crm. ............
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS Nar
(Anion, APPLICA13LE TO STREET CONNECTIONS
x '41
SPECIFICATM SPECIFICATION
ffig. XVDCYr XVDCT
slowilwatillroachim vatfic nfim w nywhim-1v flaeg r 4.aat�)n or gugmt;K t n REFERENCE REFERENIM
Gajday"Ce.- ROAD ANO BMGE STANDARDS PAVEMENT WIDENING METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
9, 7,;avhevihv "BEPREAIREq) 2`0.57,01", qgv, 1,;ten Mw.wgky w';t1e11dk_, SHEET I OF I REVISION DATE REVISION DATE SHEET I OF I
'3Z 502
VIRGINIA DEF#kRTMENI OF TRMZPORTATIrjN VIRGINIA DEPARTNENT OF TRANSPORTATION
grealey- 303,02 1 1 203.04
10, 1111jety a k�gPimy-rad cn.,RNMg C,17,51T XVIW? Or 1117.0refix oi 11,74: tromwo" alva and it v� unix-,paled drial
Makine 4-hesure.-Might evitmelth;rmigis ihe 'HL:ET A59
�pjehv.v I ldfiogfi INISER.TALBLE- -S
PM-3
fic cmytml in, extendC11-yo f1kif the &0lismois amapi-evedes die h;
................ . ........ .. .. ........................ ......
higure
......................
Sutialard.
.11. At night, fing J rLS. 8" LONG
ger "aft(lists -.hall be ithiminuted, except in cinergrudes'.
TURN LANE ffi_RQVjS DOw_
�4' I"-
THRU LANES; USE 10' SKIPS/301 SPACING,
TURN ARROWS REQUIRED IN ACCORDMCE WITH wN.
5
12, AIxI wilon (18111C �i 111lot kd1wN ov�"Falk)si or "Ai'm fhj� �(AW W
THE FOLLOWING UNLESS OTHERWISE DIRECTED BY TRANSITIONS MORE THAN 1100'� USE MINT SKIPS
(21 SKIPS/4' SPACM).
THE ENG111M.
lmw �_, M 1 -0
I i� For I'lly-volume 'itu"nim.ts Willi zonc4i on sna"01i roathvav, whiLre file flacfta% is V-'sillic m 1"nid
I RANSITIONS 1001 OR LESS, DO NOT USE SKIPS, ...... ------
TURN LANE LENGTH . .....
s. asin2lc flagag. m�44xwd Eil bc viible to K-od _A_
r.m." Aiwd!e _f -Ok. 1 ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE.
I ARROW LOCATED AT MIDPOINT OF FULL WIDTH TURN LAtE.
30TOR LONGER; 3 ARROWS
..... . ............................
2. LZ
P lag -Law Road Wguft Ff)r Pro I ARROW LOCATED SO'BACK FROM STOP BAR OR ENO CK
ging Operarnsit On Two ject Limlix OF LAW UNE. C:
(Figure 1'TC- 18.0) (Ftgare TTC 36.9) LL_j C-0 �
I ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE. E QZ tZ11)
400'OR LESS: 2 ARROWS I ARROW LOCATED 50'8ACK FROM STOP BAR OR ENID L_
SE.r. 9_1.��? (11P 4 0.1z� I 'Is..
OF LANE LINE. A YPHCAL fA'..SN3-N Lij
j
Section 2B.04 STOP Sign (R14)
--2'WHTE SKP LINE
STOP SOLID YELLOW 1�
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 2B-1) shafl be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends 4'SPACINC
;�t
LINE AT THE BEGINNING z� MAX. M Ax.
TE SVjP LINE OF THE RAW �3ACK U-
140, WHI L� 1"" Q1
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (Rl-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shaH have a white legend and border on a red background. Ifthe number Q Z31
301 SPACM WSOLID WHITE L I I N I E 4Z)
of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number oflegs controlled by STOPsigns. At intersections where aH approaches N j
T A-
are controlled by STOP signs (see Section 2B.07), a supplemental plaque (RI-3 or R14) shafl be mounted below each STOP sign. A
m
ENGINEER. ............ SECTION A A kao W10-1 Q P0 -k
Option The ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (RI-3) supplemental plaque. % 14 114- %j
17 Q
Support The design and application of Stop Beacons are described in Section 4K.05. D; 11� ). I X
yk _" C
All STOP signs must be 30"00" in the Edinburg residency.
.................
OL - - - �-4 q
FT' V,
7
UZ
-A
Section 2B.06 STOP Sign Placement
SECTION 8-8
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is instaHed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be
installed in advance of the STOP sign. The STOP sign shall be located aS CIOSe aS practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOPsigns and YIELD signsshafl not be
R
mounted on the sameposL �-BOTTOM OF ARROW AT BEG"ONG AL "ERA: IONS
OF FULL WIDTH TURN LANE� %�iFrT I OF 4.
I
Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Support Section 2A. 16 contains additional information about separate and combined mounting of other signs with STOP signs. NO EDGE LINE REQUIRED WHERE CURB 90
GUTTERS AM PRESENT UNLESS INDIrATED -k 4 lit;J.ARE LlkN�;,V_K;
A OF
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B. 16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the BY THE EWANEER,
'a"
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle. or shielded, so that the legend is out of view oftraffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP
DETAIL FOR LOCATION OF
sign should be installed in advance of the crosswalk line nearest to the approaching traffic.
... ... .. . .. .. .. . .....
EDGE LINES ON CURB SECTIONS Notes,
OF ROADWAY (NO GUTTER) % 77-1
STOP BARS, IF REQUIRED BY THE ENGINEER. SHALL
Section 3B.16 Stop and Yield Lines BE A MINIMUM OF W IN ADVANCE Of THE CROSSWALK.
0 X
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 3B STOP BARS SHALL BE 21N WIDTH.
-14) shall consist of a row of sofid white
-4'* MARKING ARROWS SHALL BE IN ACCMA4M WITH THE MUTCO. C �0 ss W A
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. SPACING BIETWEEN DOUBLE SOLID YELLOW LINES
SHALL BE 4".
Stop lines should be 24 inches wide and white thermoplastic. YMA� FIL. ACE t0i*'N
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RIA) sign, traffic control signal,orsome other traffic control device,except YIELD signs. The individual triangles NO EDGE LINE REOLWD WHERE CURB AM AT ix4TERSECrtOeN
Al DIAGONAI_ VAf1MT10N
GUTTERS ARE PRESENT UNLESS INDICATED BY 'b"71-M C�RQSSWALK
comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the thangles should be 75 to 300 nim (3 to 12 in). THE EKVMER. 'OUP-01 CROSSWALK DATE: MAY 16, 2011
Option Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (Rl-2) sign or a Yield Here to Pedesuians (Rl-5 or RI-5a) sign. (WITH BUFFER1 ST IP)
41-
Guidance: If used. stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock DESItIN
J,- T ICYP 0-i C-oR&� 04vp. vimuuu cuno ;.ZANP u_�, r
fA�3` RCQUIRI SCALE: N/A
A 8 f f Z 5.- ww
SHOWN 'IN P"
'3DEWALK
- P V
4E IN A E0 SI
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than9 m (30 ft) nor less than 1.2 m (4 ft) from the nearestedge ofthe intersecting traveled
S-14EET 2 QF 41 -
way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjaceritto the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to
FILE NO. 0295
XVDOT
50 ft) in advance of the nearest crosswalk line. and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the REFERENCE 12" DETf'_(,`,�1'A8,LE WARNING SJURFACE
....... .......... ....... -
TYPICAL PAVEMENT MARKING NOA0 AND BROGE STANDA�DS
REVISION DATE SHEET 17 1 A RIEW 72,06 SHEET 7 OF 9
nearest signal indication (see Section 4D. 15). /04 UNSIGNALIZED INTERSECTIONS I C5 k 1-
Support Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. VIRGINIA DEPARTMENT OF TRANSPORTATION
a MO.30 =01--5A
LA NDSCA-1 PING DATA
HEADUGK SCREENING 1 181'14 = Ksh r =ubs
Shrubs
Planting Size
Mature
Symbol
Common Name
Botanical Name
Height
Height
Quantity
C7
Common Juniper
Junioerus
Communis
36'
Y-6'
47
189' of 36" opaque fence may
be substituted for the 47 shrubs
Blo-Retention Cells 11919 sf1 100 = 19 shrubs min.]
Shrubs
Planting Size
Mature
Symbol
Common Name
Botanical Name
HeIght
Height
Quantity
SP
Sweet Pepperbush
Cleffira, Thunbergit
12'!-18R
6�42'
9
RD
Red Osier Dogwood
Cornus
Stolonifera
36N
8'40'
8
CJ
Common Junioer
Junioerus
Communi's
12048ff
Y-6'
9
SB
Spice Bush
Undera
Benzoln
12'�-18"
6�42'
9
BB
Barb&7
Berbens
koreana
12"48ff
4�-6'
7
Parking Lot Data
Trees
Requirement
Calculation
Paridng Stalls
1 per 10 Stalls
36110 =4
Impervious Area < 100, 000 sf
1 per 2, 000 sf
63,03812,000 = 32
136
[Gr:e:en::Area In PafVngF
5% of 10,424 = 521sf F4668
sf = 45% provided
Trees
Planting Size
Mature
Symbol
Common Name
Botanical Name
Height or Caliper
Height
Quantity
DW
Kousa Dogwood
Cornus Kousa
2- Caliper
25'+
11
Sr
Sycamore
Platanus
Ocddentalis
2" Caliper
50�-75'
2
Redbud
Cerrig Canadensis
2- Caliper
20�-30'
10
WH
Washington
Hawthorn
Crataegus
Plaenopy7um
2' Caliper
2Y-30'
8
W8
White
Betula
2 - Caliper
7Y-100'
5
Birch
platyphXla
4'ARM
400 WATT LIGHT
DOWNCASTAND SHIELDED
Prune codaff*wd
Prund fub" of
VOW brancta_
Ranow top a-W W"_
Cut away aN baft ropee
Ranove tW of wft
DO WT pnmw twn*W
lead& or branch f*v
—Prurm narrm crotob
anghe & wato spouto
— Prune broken bnvx*ew
Prune &Xdwx
2t-J' muAch k*t
away from trunk
SON WO to
—contak watef
In e%
5$ 12:1 12:1
I L
R7-8 HANDICAP
5 0 S/W PARKING SAGN.,,,
a.
(12- X t
FPWINO
.e . ti
NOTES.-
SmkW 000 1. HIC SPACES UAY NOT EXCEED A 2% SLOPE.
2. RAMP BUILT TO VDOT CG-12 STANDARDS.
ParSdAY baCNA
W&W to &WON J. WHITE S77?IPING SHOULD BE J0 WIDE
*Van and r awre firf0h
1100106 In *V# 4. HIC SIGNS TO BE SET J' BEHIND SIDEWALK OR
Aqw for waim YOUN7ED TO BUILDING IF POSSIBLE
Amm" *dw and at
ch" 0 owr
c&*abw-Vvm or be kwftbd)
Mich bw* 0 POMW I Loam Sam Saw i - do not
flow-1— fio ab� ba dWM
Dig hob 2-J Ww root ba# WV
TREE PLANTING DETAIL
(NOT TO SCALE)
Prune out any d@W or
brokon branchm
=14
2-J' Saucef
2-J' mcdch
set top of root ba#
to 1-21
or
Vvda
Remove container um
ahmp NO* to J,
four 1/4t- I' aAr Me
of WN and cut a
X an bottal, of
bak boom mrpactod
rootL
CONTAINER GROWN
SHRUB
Pnm out any d@W
or bralten browhes.
Ro mve ��b=
2-3' mukh
2--J* Swcer Set top of nvt bag
to or 1-2'
grads.
Rwroom rqw & bur*
from root MO.
2-3 ffinn
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
16'POLE
41
7YPICAL INSTALLATION OF LIGHTPOLES BEHIND CURBING
r"
WERNAPONAL SYMBOL
OF ACCESSIBILITY
IF REQUIRED
VAN
L ACCESS1BLE
PENALTY $100-500
7OW-AWAY ZONE
h4AY BE PLACED
ON ONE BLANK.
AD,1US17NG THE
REQUIRED HEIGHT
TO ACCOMMOD47E
THE ADWIGNAL
LINES
REQUIRED
EFFECnW
JULY 1, 1,998
PARKING SURFACE CONCREIE WEEL STOP=:;P'
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
Seed1no Schedule (Der section 3 32 of VESH
1 .) Topsoil will be spread at a minimum depth of 4 ".
2.) Pulverized agricultural limestone will be inowporated
into the soil at a rate of 92 lbs per 1000 squart, feet
(2 tons per acre),
3.) Fertflize with 10-10-10 at a rate of 23 lbs per
1000 square feet (1000 lbs per acre).
4.) Seed mix will consist of 75% Kentucky 31 Jr -a#
Fescue, 10% Annual Rye, 10% Foxtall Millet, and 5%
Red Clover at 200 lbs per acre.
5) Sbaw mulch will be applied to all seeded aneas at
the rate of 3500 lbs per acre and anchored wiM
cutback, or emulsified asphalt applied at a rate of 2oo
gallons per acre.
6.) Preferred method of seeding Is by use of
"Hydro -Seeding � Altematives methods are allowed if
approved by the owner and General Contractor only.
All outdoor lighting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent propertfes or road rights -of -way,
Parkng lot fixtures and light fixtures on buildings shall be
hill -cutoff fixtures.
Building -mounted or wall -pack lighting fixtures shall not be
mounted more than 25 feet above the finished grade of the
building. 7hese fixtures shall be shielded (full -cutoff) so that the
light source is not visible from adjacent proper bas or road
fights -of -way, Non-cutvff wall -pack Ilghting fixtures shall not be
peffnitted.
HUBBELL WP-1 FULL CUT-OFF
MODEL # WP2CH175QT
WALL -PACK LIGHT DETAIL
OR EQUIVALENT
z
0
W
0�
uu�
CJ
C:
N
CZ1
't
U)
%0
_,t
J=
0
U
ko
-0
C:
0
fu
v)
Ei
31
i>
uq-)
Q
C:
I
ca
fu
_J
L
06
V-4
Ln
6
J
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c9c
N Z-t
44
CV
kj
1AJ 'T
UL, G
rt
1Z
LLJ LU
1-1
UDJ
CU tz
tn
DATE: MAY 16, 2011
SCALE: 1" = 20'
FILE NO. 0297
SHEET 8 OF 9
or
30' 30'
l000
GRAPHrC SG4LE
7�
V6
......... . . .....
"o
0
3i
HIP
JL
4
13'DOOR
=946'
DW =727,72'
0
q0
UGE UGE7- v BVV=M.0'
UOE UGE
4 UQE- UGE UX- 7
S
S
S --(--735
735
S
Glo
S
-734
S
-733
Q�
'A 7M RI
\ Ni
ffiv,
731
W
%
P,
DD
. .........
v,
..... ....
L
STONE CONSTRUCTION ENTRANCE
W HK
A
rn_m cuym� e WO 41
SIDE ELEVATION
70' MIN.
VASHRA=
UPTENAU
1,-- 06*
IL- VWT V KWTIVE MMMME
COLRW AGMEWE M SEMIMM
MUST EXnM FLU VAUM TR49PIM DMCE
Of INGFMSS AM EGFESS
OPM7" PLAN VIEW
SECTION A -A
SECTION B-B
DaSTIM
AVEMENT
5-1p
,tyw,r #i
COARSE AGGREGATE
FLOW
2-10 ACRES OF DRAINAGE AREA:
VDOT #1
COARSH AGGREGATE
FLOW
SOURCE: VA. DSWC
CLASS I RIPRAP
PLATE. 3.20-1
..... ......
.. .... ......
k
%4
.00"
lop
SF
le
J!,
YMM DOOR
731
732
SOILS MAP - 1 "=400'
ST)
�s 4=M,091
5,--RCP
OMX--6.2 0�5
32811,
32C
14B
5C SITE
14B 39B
/X
>\
X
SEDIMENT TRAP - DRAINAGE AREA = 1. 9 ACRES
7HESEDIMENT TRAP WILL DRAIN THROUGHA RIP-RAPARC WITHA #575TONELINING 7HE
LE4DING EDGEAS SHOWN IN 7HE BOTTOM 1-7GURE OF 7HE CHECK DAM DETAIL.
OUTLET PROTECTION
EROSION & SEDIMENT CONTROL STANDARDS
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final
grade is reached on any portion of the site. Temporary soil stabilUation shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent
stabillzation shall be applied to areas that are to be left dormant for more than one year,
2. During construction of the project, soil stockpiles and borTo w ereas shall be stabilized or protected with
sediment trapping measures. 7he applicant is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as borrow areas end soil Intentionally transported from the
project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized
Permanent vegetation sha# not be considered established until a ground cover is achie ved that is uniform,
mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to trap
sediment shall be constructed as a first step in any land-digurbi? ig activity and shall be made functional
before upstream land disturbance takes place.
5 Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
Immediately after installation.
6. Sediment traps and sediment basins shall be designed and con structed based upon the total drainage area
to be served by the trap or basin.
a. 777e minimum storage capacity o a sediment trap shall be 1 4
the trap shall only control drainage areas less than three acres
b. Surface runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. 7he minimum storage capacity of a sediment basIn
shall be 134 cub1c yards per acre of drainage area. 7he outfa# system shall, at a minimum, maintain the
structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coeffldents used
In mnoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
the sediment basin Is utilIzed
Z Cut and fi// slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
are tbund to be eroding excessively within one year of permanent stabilization shall be provided with
additional slope stabilizing measures until the problem is corrected,
8. Concentrated runoff shall not fiow down curt or fi// slopes unless contained within an adequate temporary
or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage cr other protection shall be provided.
10. All stor in sewer inlets Mat are made operable during constructon shall be protected so that
sediment -laden water cannot enter the conveyance system withelut first being fiftered or otherwise treated to
remove sediment
11.8efore newly constructed stormwater conveyance channels orplpes are made operations., adequate outiet
protection andany required temporary orpermanent channel lining shall be installed In both the conveyance
channel and receiving channel
12. When work In a live watercourse is performed, precautions sha# be taken to minimize encroachment,
control sediment transport and stabIlize the work area to the greatest extent passible during construction.
Nonerod1ble material shall be used for the construction of causeways and coftemams. Earthen fi/i may be used
for these structures if armored by nonemalble cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
period, a temporary vehicular stream crossing constructed of nanerodible material shall be pro v1ded
14. A# applicable federal, state and local regulations pertaining tv worAJng in or crossing live watercourses
shall be met
15. 7he bed and banks of a water course shall be stabilized immedlately after work In the watercourse is
completed.
16. Underground utility lines shall be installed in acromance with the following standards in addition to other
applicable afteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c Effluent Imin dewatering operations shall be filtered orpassed through an approved sediment trapping
device, or both, and discharged In a manner that does not advemely affect flowing streams or off -site
property.
d. Material used for backfilling trenches shall be pmpeny compacted In order to minimize erosion and
promote stabilization.
e. Restabillzation shall be accomplished in accordance with these regulations.
f Applicable safety regulations shall be complied with.
1 Z Where construction vehicle access mutes Intersect pa ved or public mads, pm visions shall be made to
minimize the transport of sediment by vehicular trackng onto the paved surfdce. Where sediment Is
transported onto a paved or public mad surface, the road surface shall be deaned thoroughly at the end of
each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a
sediment control disposal area. Street washing shall be allowed only after sediment is removed in this
manner. This provision shall apply to individual development lots as well as to larger land-oisturbing activities.
18.A# temporary emsion and sediment control measures shall be removed within 30 days atter final site
stabilization or after the temporary measures are no longer needed, unless otherwise authanzed by the local
program authority, Trapped sediment and the disturbed soil areas resuffing from the disposition of temporary
measures shall be permanently stabilized to prevent &ther efusion and sedimentation.
19. Pmperties and water ways downstream from development sites shall be protected from sediment
deposition, erosion and damage due to increases In volume, velocity and peak flow rate of stormwater runoff
for the stated frequency storm of 24-hour duration in accordance, with the following standards and criteda:
PIPE OUTLET CONDITIONS
EROSION & SEDIMENT
CONTROL NARRATIVE
ProJect DesCfiDtion
7his site Is located in the Stonewall Industrial Park on the south side of McGhee Road. 7he purpose of this
development to place a 12,800 sf building onto the lot to be used for baked goods distribution.
Existing Site Conditions
This area is a vacant lot covered by grass� Drainage flows from the north to the south. All development will
send drainage south through existing drainage easements and into a culvert on the Henry Electjic property.
Adjacent Parcels
7he surrounding areas are Industrial lots and state roads. 7he grading plan for this project proposes all
developed runoff to flow to the southeast into the existing drainage easements
Off -Site Areas
A# work Including topsoil stockoffing will remain on site.
soils
7he soils tyoes determined from the USDA's "Solls Survey of Frederick County, VA " shows Frederick
Poplimento (#14B). These soils have medium erodibility and runoff A soil inspectionwith borings was
perfof med by Frank Lee, A OSE, and ECS.
Critical Erosion Areas
7his area is known for Karst topography and contains limestone outcroppings and day that shail be
managed by diversion dikes with check dams and a silt trap. Special attention should be paid for evidence
of any sinkholes on this site during the construction process.
Emsion & Sediment Control Measures
A# vegetative and structural erosion and sediment control practices shall be constructed and maintained
according to minimum standards and specfflcations of the handbook.
structural Fracyces
Install construction entrance (with wash rack If required by Inspector)
Install culverts with Inlet & outlet protection
Install sediment trap
Install diversion dikes
Grade site and seed all exposed surfaces immediately upon reaching final grade
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be
constructed and maintained according to minimum standards and spedficatrons of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations.
ES-2. The plan appro Ong authority must be notified one week prior to the pre -construction conitarence, one
week prior to the commencement of land disturbing activity, and one week prior to the final inspection.
ES-3. A# erosion and sediment control measures are to be placed prior to or as the first step in clearing.
ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all
I
ES-5. Prior to commencing land disturbing activities in areas other than Indicated on these plan; (Induding,
but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary efosion control
plan to the owner for review and approval by the plan approving authoW
ES-6. 7he contractor Is responsible for Installation of any additional erosion control measures necessary to
prevent erosion and sedimentation as determined by the plan approving authority
ES-Z A# disturbed areas are to drained to approved sediment control measures at all times during land
disturbing activiVes and during site development until final stabilization is achieved
ES-8 During denatenng operations, water will be pumped into an appmved filtering device.
ES-9. 7he contractor shall inspect all erosion control measures periodically and after each runoff -producing
rainfall event Any necessary repairs or cleanup to maintain Me effi�ctiveness of the erosion control devices
shall be made immediately.
General Note:
7he Erosion & Sediment Control Inspector will retain the fight to add to or modify these erosion and
sediment control measures during the construction process, within reason, to ensure adequateprotection to
the public and environment.
I
3do (MIN.)
'ERE OUTLET TO WELL
)EFUM CHANNEL
I
11V d
SECTION A -A
ipnxn mom KEY IN 6*-0': RECOMMI)IM FOR KVNR=M
NOTES: 1. APRON LINING MAY BE MPRAP, GROUTED RIPIW. GABION
BASMET, OR CONCRETE.
2. La IS THE LENGTH OF THE RHYRAP APRON AS CALCUIATED
USING PLATES 3.18-3 AND :3.16-4.
3. d = 1.5 TEM IM MAXIIMI STONE DIAMETER, BUT NOT
LESS THAN 6 MCHES.
Source: Va. DSWC Plate 3. 18
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
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DATE: MAY 16, 2011
SCALE: 1" = 30'
PLATE 3.09-1
FILE NO. 0295
SHEET 9 OF 9